This resume summarizes the qualifications and experience of Dr. S.M. Prasanna Kumar. He has over 31 years of experience in civil engineering, teaching, and administration. He is currently the Director of Rungta College of Engineering and Technology in Bhilai, Chhattisgarh, a position he has held since 2010. Prior to that, he held roles including Principal, Dean of Academics, Assistant Professor, and Lecturer at various engineering colleges. He has a Ph.D. in civil engineering and has published papers in various international and national journals and conferences. His areas of expertise include soil stabilization, fly ash utilization, and structural analysis.
An agricultural land is said to be waterlogging when the soil pores within the roof zone of the crops are saturated to such an extent that normal circulation of air within the soil pores is totally cut off and productivity of soil is affected. Waterlogging generally occurs because of over-irrigation , high water table and the poor water management.
The yield of crop is adversely affected when the depth of water table is equal to or less then the one given below.
Geographic information system(GIS) and its applications in agricultureKiranmai nalla
This document presents a seminar on geographic information systems (GIS) given by Nalla Anthony Kiranmai. The seminar discusses the principles, components, functions, applications and advantages of GIS. It covers topics such as the linkage between remote sensing and GIS, vector vs raster data representation, spatial data analysis functions including overlays and buffers, and applications of GIS in fields like agriculture, land suitability analysis, and groundwater assessment. The seminar aims to provide an introduction to GIS concepts and demonstrate how GIS can be used as an integrated technology for spatial analysis and decision support.
This document discusses soil and water conservation measures for fodder production. It describes soil erosion caused by water and wind, and measures to conserve soil like agronomic practices (contour cultivation, conservation tillage, mulching, cropping systems), mechanical measures (contour bunding, graded bunding, terracing), forestry measures, and agrostological measures (using grasses). It also discusses surface and subsurface drainage methods for agricultural lands.
The performance of soil slope during an earthquake is generally analyzed by three different approaches which are pseudo-static methods, Newmark’s Sliding Block method and numerical techniques. In pseudo-static approach, the effects of an earthquake are represented by constant vertical (kv) and horizontal (kh) seismic acceleration coefficients and the factor of safety is evaluated by using limit equilibrium or limit analysis or finite element method of analysis. Newmark’s sliding block method evaluates the expected displacement of slope subjected to any ground motion obtained from the integration of the equation of motion for a rigid block sliding in an inclined plane. Numerical methods determine the expected displacements obtained from the stress – strain relationship of a soil mass. In this paper the stability of a model soil slope, comprising of an embankment with two canal bunds at the top, at different stages of construction, i.e. only embankment, embankment with empty canal bunds and embankment with canal bunds filled with water, with different foundation soils in different seismic zones have been analyzed and results have been plotted in the form of variation of factor of safety with horizontal seismic acceleration coefficient (kh). The critical case has been further analyzed under dynamic conditions. Dynamic analyses have been carried out by plotting the response spectrum curve and selecting 2001 Bhuj earthquake motion as the typical ground motion.
Soil erosion is a major problem in India caused by various natural and human factors. The key causes are heavy rainfall, deforestation, overgrazing, and poor agricultural practices. This strips away topsoil, especially on steep slopes. Regions highly impacted include Rajasthan, Madhya Pradesh, and the Himalayan foothills. To control erosion, methods such as terracing, contour plowing, afforestation, and constructing dams have been used. Preventing further environmental degradation and switching to sustainable farming techniques are important to reduce soil loss.
1) The document discusses soil compaction caused by heavy farm machinery. Soil compaction occurs when soil particles are pressed together, reducing pore space.
2) A study was conducted to evaluate the effects of different tillage practices and tractor passes on soil bulk density, maize root growth, and yield under irrigated conditions.
3) The results showed that increased tractor passes led to higher soil bulk density, reduced root growth, and lower maize yields, with the negative impacts being most significant under conventional tillage. Minimum and optimum tillage practices helped to partly mitigate the effects of soil compaction compared to conventional tillage.
Pile foundations are commonly used when soil conditions are unsuitable for surface foundations. Piles transfer structural loads deep into the ground until reaching a competent soil or bedrock layer. Piles can be made of concrete, timber, steel, or a composite material. They are installed by driving, drilling, or jacking and attached to a pile cap. Pile foundations are classified based on material, soil type, and load transfer characteristics. Factors like soil bearing capacity, load intensity, and site conditions determine whether a pile foundation is necessary.
- A flow net is a set of flow lines and equipotential lines used to analyze groundwater flow through soils or other porous media.
- Flow lines represent the path that water particles travel through the medium, while equipotential lines connect points of equal hydraulic head.
- The flow net is constructed through trial and error by drawing the lines so they intersect at right angles and form approximately square or rectangular flow elements.
- The flow net is based on Laplace's equation, which describes steady fluid flow through a porous medium and states that the head change across any closed surface is zero.
An agricultural land is said to be waterlogging when the soil pores within the roof zone of the crops are saturated to such an extent that normal circulation of air within the soil pores is totally cut off and productivity of soil is affected. Waterlogging generally occurs because of over-irrigation , high water table and the poor water management.
The yield of crop is adversely affected when the depth of water table is equal to or less then the one given below.
Geographic information system(GIS) and its applications in agricultureKiranmai nalla
This document presents a seminar on geographic information systems (GIS) given by Nalla Anthony Kiranmai. The seminar discusses the principles, components, functions, applications and advantages of GIS. It covers topics such as the linkage between remote sensing and GIS, vector vs raster data representation, spatial data analysis functions including overlays and buffers, and applications of GIS in fields like agriculture, land suitability analysis, and groundwater assessment. The seminar aims to provide an introduction to GIS concepts and demonstrate how GIS can be used as an integrated technology for spatial analysis and decision support.
This document discusses soil and water conservation measures for fodder production. It describes soil erosion caused by water and wind, and measures to conserve soil like agronomic practices (contour cultivation, conservation tillage, mulching, cropping systems), mechanical measures (contour bunding, graded bunding, terracing), forestry measures, and agrostological measures (using grasses). It also discusses surface and subsurface drainage methods for agricultural lands.
The performance of soil slope during an earthquake is generally analyzed by three different approaches which are pseudo-static methods, Newmark’s Sliding Block method and numerical techniques. In pseudo-static approach, the effects of an earthquake are represented by constant vertical (kv) and horizontal (kh) seismic acceleration coefficients and the factor of safety is evaluated by using limit equilibrium or limit analysis or finite element method of analysis. Newmark’s sliding block method evaluates the expected displacement of slope subjected to any ground motion obtained from the integration of the equation of motion for a rigid block sliding in an inclined plane. Numerical methods determine the expected displacements obtained from the stress – strain relationship of a soil mass. In this paper the stability of a model soil slope, comprising of an embankment with two canal bunds at the top, at different stages of construction, i.e. only embankment, embankment with empty canal bunds and embankment with canal bunds filled with water, with different foundation soils in different seismic zones have been analyzed and results have been plotted in the form of variation of factor of safety with horizontal seismic acceleration coefficient (kh). The critical case has been further analyzed under dynamic conditions. Dynamic analyses have been carried out by plotting the response spectrum curve and selecting 2001 Bhuj earthquake motion as the typical ground motion.
Soil erosion is a major problem in India caused by various natural and human factors. The key causes are heavy rainfall, deforestation, overgrazing, and poor agricultural practices. This strips away topsoil, especially on steep slopes. Regions highly impacted include Rajasthan, Madhya Pradesh, and the Himalayan foothills. To control erosion, methods such as terracing, contour plowing, afforestation, and constructing dams have been used. Preventing further environmental degradation and switching to sustainable farming techniques are important to reduce soil loss.
1) The document discusses soil compaction caused by heavy farm machinery. Soil compaction occurs when soil particles are pressed together, reducing pore space.
2) A study was conducted to evaluate the effects of different tillage practices and tractor passes on soil bulk density, maize root growth, and yield under irrigated conditions.
3) The results showed that increased tractor passes led to higher soil bulk density, reduced root growth, and lower maize yields, with the negative impacts being most significant under conventional tillage. Minimum and optimum tillage practices helped to partly mitigate the effects of soil compaction compared to conventional tillage.
Pile foundations are commonly used when soil conditions are unsuitable for surface foundations. Piles transfer structural loads deep into the ground until reaching a competent soil or bedrock layer. Piles can be made of concrete, timber, steel, or a composite material. They are installed by driving, drilling, or jacking and attached to a pile cap. Pile foundations are classified based on material, soil type, and load transfer characteristics. Factors like soil bearing capacity, load intensity, and site conditions determine whether a pile foundation is necessary.
- A flow net is a set of flow lines and equipotential lines used to analyze groundwater flow through soils or other porous media.
- Flow lines represent the path that water particles travel through the medium, while equipotential lines connect points of equal hydraulic head.
- The flow net is constructed through trial and error by drawing the lines so they intersect at right angles and form approximately square or rectangular flow elements.
- The flow net is based on Laplace's equation, which describes steady fluid flow through a porous medium and states that the head change across any closed surface is zero.
SOIL COMPACTION AND ITS EFFECT ON PROPERTIESGeorgeThampy
soil compaction occurs when soil particles are pressed together so that reduction in pore space between them.soil compaction increases the shear strength of the soil.And soil compaction is much effective in earth dams.
The Universal Soil Loss Equation (USLE) is a widely used method for estimating average annual soil loss. It was initially proposed in 1958 and modified to its current form in 1978. The USLE estimates soil loss as a function of rainfall erosivity, soil erodibility, slope length and steepness, crop management practices, and conservation support practices. It is used to predict soil loss, guide crop and management selections, and determine conservation needs. However, the USLE is empirical and only estimates average annual soil loss from sheet and rill erosion without considering sediment deposition.
This document will help you learn an introductory part and some detailed information on Shallow Foundations. As I am presenting this document to you I wish you all a Happy learning arena. It is highly recommended for students taking a bachelor degree in Civil Engineering, also it is a good document for students who are doing final touches for their examinations.
This document discusses map projections and their use in GIS. It begins by explaining that map projections are needed to portray the spherical Earth on a flat surface, and that coordinate reference systems define the relationship between projected maps and real-world locations. It then discusses different types of map projections, including their advantages and disadvantages. Specifically, it covers conformal, equal-distance, and equal-area projections. It also discusses terminology like datum, spheroid, and false northing/easting values. Finally, it provides guidance on choosing a suitable projection and properly assigning projections in GIS projects.
This document discusses erosivity and erodibility. It defines erosivity as the ability of rainfall to cause erosion, which depends on factors like rainfall intensity, amount, and drop size. Two common methods to estimate erosivity from rainfall data are presented: the EI30 index method and KE>25 index method. Erodibility is defined as a soil's susceptibility to erosion, which depends on physical properties like texture, structure, and organic matter. The relationship between erosivity and erodibility is that erosivity depends on rainfall characteristics while erodibility depends on soil properties, and both factors must be considered to understand soil erosion.
This document discusses duty of water and delta. It defines duty as the area of crop irrigated per unit of water, while delta is the total water required for a crop during its growth period. It then explains the relationship between duty and delta using an equation. Finally, it lists and describes 12 factors that can affect the duty of water, such as method of irrigation, crop type, soil conditions, and climate.
1. The document provides steps to digitize features on a toposheet map using ArcGIS software.
2. It involves adding the toposheet and shapefile layers to the map, starting an editing session to create and edit features, and using tools to digitize point, line and polygon features by clicking vertices on the georeferenced map.
3. Attributes are then added to the digitized features by opening the attribute table and entering information in the respective fields.
Leveling is a surveying technique used to determine differences in elevation between points. It involves measuring vertical angles and distances to establish spot elevations across an area. There are two main methods - direct and indirect. Direct contouring involves marking points along contour lines in the field, while indirect contouring uses spot elevations from which contours are interpolated on a map. Common techniques include using a level, staff, and plane table or theodolite to obtain elevations and positions of points, which are then contoured. Leveling is important for engineering projects to design facilities and earthworks efficiently based on terrain.
Principles of irrigation by Dr Thomas Abraham_Course Code_Chapters 1 to 5__26...Ambo University (Ethiopia)
Irrigation involves applying water to crops to supplement rainfall and meet crop water needs. The key objectives of irrigation are to ensure sufficient soil moisture for plant growth, provide drought protection for crops, and create a favorable environment for plants. Irrigation maximizes crop yields and land productivity, ensuring food security and promoting regional economic development through agriculture and related industries.
This document discusses water logging in soils in Pakistan. It notes that 38% of Pakistan's irrigated land is damaged by water logging, with 14% becoming saline. Water logging is caused by seepage from canals, over irrigation, inadequate drainage, improper irrigation methods, and obstruction of natural drainage. Preventive measures include providing efficient surface drainage, reducing canal seepage, restricting unwanted irrigation, adopting sprinkler irrigation, removing obstructions to natural drainage, and planting trees along canals.
The document discusses soil compaction, including what it is, its effects on soil structure, reasons for compaction, and factors that affect it. It also describes various laboratory tests and results for soil compaction, types of compaction, field compaction methods, and benefits of compaction. Finally, it presents a case study on assessing the soil bearing capacity of black cotton soil through site investigation and discusses methods to increase its bearing capacity.
Engineering methods to control soil erosionSantosh pathak
Engineering methods can be used to control soil erosion. These include check dams, retaining walls, waterways, terracing, and embankments. Check dams are small temporary or permanent dams built across channels to slow water flow and reduce erosion. Retaining walls are designed to restrain soil on steep slopes. Waterways are designed to convey runoff at non-erosive velocities to disposal points and are often lined with grass. Engineering methods physically prevent erosion through structures, while bioengineering uses plants and trees.
Pile foundations use driven or bored piles to transfer structural loads to deeper, load-bearing soil strata. Piles are classified by their function (end bearing, friction, anchor piles), material (timber, concrete, steel), and installation method (driven, cast in situ). Pile foundations are used when bearing capacity is limited at shallow depths or in unstable soils like waterlogged or compressible soils. Selection depends on factors like subsurface conditions, structural loads, groundwater levels, and material availability and costs.
This document discusses the design of irrigation channels. It begins by introducing different types of channels, including non-alluvial channels, rigid boundary channels, and alluvial channels. It then covers procedures for designing non-alluvial channels using Manning's formula or Chezy's equation to determine parameters like cross-sectional area, depth, and width. Examples are provided to demonstrate this process. The document also discusses design considerations for lined canals as rigid boundary channels, which can withstand higher velocities. Overall, the document provides guidance on selecting channel alignments and sizes based on factors like soil type, discharge needs, and permissible velocities.
Discussed Topics:
Settlement of Shallow Foundation
Immediate Settlement
Consolidation Settlement
Created By-
Md. Ragib Nur Alam
130095
Civil Engineering
Ragibnur.ce@gmail.com
Historical developments and modern system of soil classification.pptxBarathKumar163434
Classification allows scientist to accurately identify individual soil wherever they are.
Taxonomy provides basic understanding about the components of different soils which is necessary for effective decision-making about conservation and sustainable use.
Historical Developments In Soil Classification:
1. Economic classification
2. Physical classification
3. Chemical classification
4. Geological classification
5. Physiographic classification
Modern system of soil classification:
The first classification was proposed by dokuchaev (1870): soil is a natural body divided the soil into three categories
1. Normal (zonal): formation influenced by climate and vegetation
2. Transitional (intrazonal): more developed than azonal. Formation controlled by local factors like parent material and topography
3. Abnormal (azonal) : poorly developed this approach was based on the principle of soil genesis, role of vegetation and climate.
Soil Taxonomy (Comprehensive System Of Soil Classification):
System based on the measured or observed soil properties.
Surface and subsurface diagnostic horizons.
Moisture and temperature regime.
Color, texture, structure.
Organic matter, clay, iron, aluminium oxides, silicate clays, salts, ph, base saturation.
Soil depth.
The design of earth-retaining structures - Lecture 1Chris Bridges
This document provides a summary of different types of earth-retaining structures including embedded retaining walls like secant walls, contiguous walls, diaphragm walls and sheet pile walls. Gravity walls such as L-shaped reinforced concrete walls, mass gravity walls and crib walls are also discussed. Selection factors for different wall types include depth of excavation, soil conditions, cost, and construction schedule. Embedded walls are suitable for deep excavations while gravity walls are commonly used for shallow depths.
Chethana Krishna P is seeking a challenging career in technology that provides opportunities for learning, innovation, and skill enhancement. They have over 3 years of experience as a Site Engineer for Aishwarya Earth Movers on infrastructure projects like bridge construction. Their academic qualifications include a Bachelor's degree in Civil Engineering. They also have experience in internships related to site management and project management.
This resume is for Sharath V, a civil engineering professional with 1 year of experience in project planning and management. He has a Master's degree in Construction Management and Technology and is seeking new opportunities to utilize his skills and experience. His most recent role was as the in-charge of planning departments for residential and commercial projects with Salarpuria Sattva groups in Bangalore, where he was responsible for project scheduling, resource management, and progress reporting.
SOIL COMPACTION AND ITS EFFECT ON PROPERTIESGeorgeThampy
soil compaction occurs when soil particles are pressed together so that reduction in pore space between them.soil compaction increases the shear strength of the soil.And soil compaction is much effective in earth dams.
The Universal Soil Loss Equation (USLE) is a widely used method for estimating average annual soil loss. It was initially proposed in 1958 and modified to its current form in 1978. The USLE estimates soil loss as a function of rainfall erosivity, soil erodibility, slope length and steepness, crop management practices, and conservation support practices. It is used to predict soil loss, guide crop and management selections, and determine conservation needs. However, the USLE is empirical and only estimates average annual soil loss from sheet and rill erosion without considering sediment deposition.
This document will help you learn an introductory part and some detailed information on Shallow Foundations. As I am presenting this document to you I wish you all a Happy learning arena. It is highly recommended for students taking a bachelor degree in Civil Engineering, also it is a good document for students who are doing final touches for their examinations.
This document discusses map projections and their use in GIS. It begins by explaining that map projections are needed to portray the spherical Earth on a flat surface, and that coordinate reference systems define the relationship between projected maps and real-world locations. It then discusses different types of map projections, including their advantages and disadvantages. Specifically, it covers conformal, equal-distance, and equal-area projections. It also discusses terminology like datum, spheroid, and false northing/easting values. Finally, it provides guidance on choosing a suitable projection and properly assigning projections in GIS projects.
This document discusses erosivity and erodibility. It defines erosivity as the ability of rainfall to cause erosion, which depends on factors like rainfall intensity, amount, and drop size. Two common methods to estimate erosivity from rainfall data are presented: the EI30 index method and KE>25 index method. Erodibility is defined as a soil's susceptibility to erosion, which depends on physical properties like texture, structure, and organic matter. The relationship between erosivity and erodibility is that erosivity depends on rainfall characteristics while erodibility depends on soil properties, and both factors must be considered to understand soil erosion.
This document discusses duty of water and delta. It defines duty as the area of crop irrigated per unit of water, while delta is the total water required for a crop during its growth period. It then explains the relationship between duty and delta using an equation. Finally, it lists and describes 12 factors that can affect the duty of water, such as method of irrigation, crop type, soil conditions, and climate.
1. The document provides steps to digitize features on a toposheet map using ArcGIS software.
2. It involves adding the toposheet and shapefile layers to the map, starting an editing session to create and edit features, and using tools to digitize point, line and polygon features by clicking vertices on the georeferenced map.
3. Attributes are then added to the digitized features by opening the attribute table and entering information in the respective fields.
Leveling is a surveying technique used to determine differences in elevation between points. It involves measuring vertical angles and distances to establish spot elevations across an area. There are two main methods - direct and indirect. Direct contouring involves marking points along contour lines in the field, while indirect contouring uses spot elevations from which contours are interpolated on a map. Common techniques include using a level, staff, and plane table or theodolite to obtain elevations and positions of points, which are then contoured. Leveling is important for engineering projects to design facilities and earthworks efficiently based on terrain.
Principles of irrigation by Dr Thomas Abraham_Course Code_Chapters 1 to 5__26...Ambo University (Ethiopia)
Irrigation involves applying water to crops to supplement rainfall and meet crop water needs. The key objectives of irrigation are to ensure sufficient soil moisture for plant growth, provide drought protection for crops, and create a favorable environment for plants. Irrigation maximizes crop yields and land productivity, ensuring food security and promoting regional economic development through agriculture and related industries.
This document discusses water logging in soils in Pakistan. It notes that 38% of Pakistan's irrigated land is damaged by water logging, with 14% becoming saline. Water logging is caused by seepage from canals, over irrigation, inadequate drainage, improper irrigation methods, and obstruction of natural drainage. Preventive measures include providing efficient surface drainage, reducing canal seepage, restricting unwanted irrigation, adopting sprinkler irrigation, removing obstructions to natural drainage, and planting trees along canals.
The document discusses soil compaction, including what it is, its effects on soil structure, reasons for compaction, and factors that affect it. It also describes various laboratory tests and results for soil compaction, types of compaction, field compaction methods, and benefits of compaction. Finally, it presents a case study on assessing the soil bearing capacity of black cotton soil through site investigation and discusses methods to increase its bearing capacity.
Engineering methods to control soil erosionSantosh pathak
Engineering methods can be used to control soil erosion. These include check dams, retaining walls, waterways, terracing, and embankments. Check dams are small temporary or permanent dams built across channels to slow water flow and reduce erosion. Retaining walls are designed to restrain soil on steep slopes. Waterways are designed to convey runoff at non-erosive velocities to disposal points and are often lined with grass. Engineering methods physically prevent erosion through structures, while bioengineering uses plants and trees.
Pile foundations use driven or bored piles to transfer structural loads to deeper, load-bearing soil strata. Piles are classified by their function (end bearing, friction, anchor piles), material (timber, concrete, steel), and installation method (driven, cast in situ). Pile foundations are used when bearing capacity is limited at shallow depths or in unstable soils like waterlogged or compressible soils. Selection depends on factors like subsurface conditions, structural loads, groundwater levels, and material availability and costs.
This document discusses the design of irrigation channels. It begins by introducing different types of channels, including non-alluvial channels, rigid boundary channels, and alluvial channels. It then covers procedures for designing non-alluvial channels using Manning's formula or Chezy's equation to determine parameters like cross-sectional area, depth, and width. Examples are provided to demonstrate this process. The document also discusses design considerations for lined canals as rigid boundary channels, which can withstand higher velocities. Overall, the document provides guidance on selecting channel alignments and sizes based on factors like soil type, discharge needs, and permissible velocities.
Discussed Topics:
Settlement of Shallow Foundation
Immediate Settlement
Consolidation Settlement
Created By-
Md. Ragib Nur Alam
130095
Civil Engineering
Ragibnur.ce@gmail.com
Historical developments and modern system of soil classification.pptxBarathKumar163434
Classification allows scientist to accurately identify individual soil wherever they are.
Taxonomy provides basic understanding about the components of different soils which is necessary for effective decision-making about conservation and sustainable use.
Historical Developments In Soil Classification:
1. Economic classification
2. Physical classification
3. Chemical classification
4. Geological classification
5. Physiographic classification
Modern system of soil classification:
The first classification was proposed by dokuchaev (1870): soil is a natural body divided the soil into three categories
1. Normal (zonal): formation influenced by climate and vegetation
2. Transitional (intrazonal): more developed than azonal. Formation controlled by local factors like parent material and topography
3. Abnormal (azonal) : poorly developed this approach was based on the principle of soil genesis, role of vegetation and climate.
Soil Taxonomy (Comprehensive System Of Soil Classification):
System based on the measured or observed soil properties.
Surface and subsurface diagnostic horizons.
Moisture and temperature regime.
Color, texture, structure.
Organic matter, clay, iron, aluminium oxides, silicate clays, salts, ph, base saturation.
Soil depth.
The design of earth-retaining structures - Lecture 1Chris Bridges
This document provides a summary of different types of earth-retaining structures including embedded retaining walls like secant walls, contiguous walls, diaphragm walls and sheet pile walls. Gravity walls such as L-shaped reinforced concrete walls, mass gravity walls and crib walls are also discussed. Selection factors for different wall types include depth of excavation, soil conditions, cost, and construction schedule. Embedded walls are suitable for deep excavations while gravity walls are commonly used for shallow depths.
Chethana Krishna P is seeking a challenging career in technology that provides opportunities for learning, innovation, and skill enhancement. They have over 3 years of experience as a Site Engineer for Aishwarya Earth Movers on infrastructure projects like bridge construction. Their academic qualifications include a Bachelor's degree in Civil Engineering. They also have experience in internships related to site management and project management.
This resume is for Sharath V, a civil engineering professional with 1 year of experience in project planning and management. He has a Master's degree in Construction Management and Technology and is seeking new opportunities to utilize his skills and experience. His most recent role was as the in-charge of planning departments for residential and commercial projects with Salarpuria Sattva groups in Bangalore, where he was responsible for project scheduling, resource management, and progress reporting.
Shelendra Kumar Thainua is a lecturer in civil engineering at Sobhasaria Group of Institutions in Sikar, Rajasthan. He has over 8 years of experience in teaching and has taught courses in transportation engineering, survey, fluid mechanics, steel structures, and soil mechanics. He holds an M.Tech from M.U. Chittorgarh and B.Tech from U.P.T.U. Lucknow. He has published papers in international and national conferences and journals on topics related to soil stabilization and pavement design. He is skilled in AUTOCAD and Microsoft Office applications.
Rekha R. is seeking a career opportunity in a reputable company where she can utilize her technical talents. She has a B.E. in Civil Engineering from Government College of Engineering in Salem with 92.27% marks. She has work experience as a Technician Apprentice with the Tamil Nadu Public Works Department and as a Junior Engineer with a construction company in Bangalore where she was responsible for planning, scheduling, and quantity surveying. She has strong computer skills and interests in design of reinforced concrete elements and steel structures.
Rajiv Banerjee is a Junior Associate Professor at Integral University in Lucknow, India. He has over 30 years of experience in both academia and industry. He received his M.Tech from All India Institute of Public Health and Hygiene and B.Tech from IIT BHU Varanasi. He has published several papers in peer-reviewed journals and serves as an external examiner for other universities.
This document provides a summary of Jayachandran Karuppanasamy's education and experience. He holds a PhD in Durability of prestressed concrete structures from IIT Madras and has conducted research on corrosion of rebar under different conditions. He also has an ME in Construction Engineering and Management from Anna University and a BE in Civil Engineering. His technical skills include software like AutoCAD, MATLAB and corrosion analysis tools. He has work experience in construction sites and with the Tamil Nadu PWD. He has presented papers at conferences and is involved in student organizations at IIT Madras related to concrete and construction.
The document contains the resume of Rohit V. Morghade which includes his contact information, educational qualifications, work experience, academic projects, proficiencies, areas of interest and extracurricular activities. He has completed his M.BEM from School of Planning and Architecture, New Delhi in 2016 and B.E in Civil Engineering from G.H. Raisoni College of Engineering in 2014. His work experience includes internships in construction management, project management and quality control domains. He has participated in various academic projects and published a paper on concrete mix design. His skillsets include Revit, MS Project and he is proficient in English, Hindi and Marathi.
Shantanu Ojha is seeking a position as a civil engineer with over 2 years of experience in construction. He has skills in design, construction of water and sewage treatment plants, laying pipes, and quality assurance. His educational qualifications include a BE in Civil Engineering. He is proficient in AutoCAD, Microsoft Office, and has strong communication and leadership abilities.
This resume is for Dhyanom Kishore Gala, who has 1 year 8 months of experience as a Junior Civil Engineer. He has a BE in Civil Engineering from Sanjay Ghodawat Institutes with grades ranging from 64-71%. He is currently working at Supreme Offshore Agencies and has previously worked at Pate Gruha Navnirman Developers. He has skills in programs like Primavera, ETABS, AutoCAD, and Microsoft Office. He has participated in internships, workshops, and competitions related to civil engineering.
This document provides a summary of the professional experience and qualifications of Prof. ANAND GOYAL. It details his 49 years of experience in teaching, research, engineering design, project planning and management in both government and private sector organizations. Some key points include:
- He has a PhD from IIT Bombay and has worked in various leadership roles at universities and engineering colleges.
- He has also worked as the Vice Chancellor of AP Goyal Shimla University and as a Principal at several engineering colleges.
- Additionally, he has 31 years of experience working in leadership roles for the Ministry of Defence and 2 years as Chief Consultant for Reliance Industries.
- His areas of expertise include structural design,
Shivakumar S Math provides his curriculum vitae. He has over 10 years of experience in civil engineering and construction project management. His experience includes roles as a project engineer, site engineer, and assistant engineer on various infrastructure and industrial construction projects. He holds a BTech in civil engineering and seeks to take on challenging projects utilizing his skills in planning, monitoring, quality control, and problem solving.
This document provides information on the Faculty of Technology at an educational institution. It outlines undergraduate and postgraduate programs offered in various fields of technology. At the undergraduate level, it offers a Bachelor's in Construction Technology. At the postgraduate level, it offers M.Tech programs in Construction Engineering and Management, Structural Engineering Design, Infrastructure Engineering Design, and Geomatics. It also offers a Master's in Science in Geomatics. The document provides details on admission criteria, curriculum, teaching methodology, placements and research opportunities for each program.
Sachin Vijaya Kuckian is a civil engineer seeking a position where he can utilize his skills and knowledge to deliver value while furthering his learning and supporting organizational goals in education. He has a B.E. in civil engineering from NMAMIT and an M.Tech in structural engineering from MIT Manipal. His experience includes working as an assistant professor and guiding student projects. He also has publications, conference presentations, and technical skills in areas like structural analysis software.
N. Meenakshisundaram has over 39 years of experience in civil and environmental engineering in India. He has extensive expertise in water supply and sewerage infrastructure projects, including the construction of water treatment plants, pumping stations, and sewage networks. He is proficient in project management, contract administration, quality control, and environmental compliance. Currently he is seeking new opportunities in water, sanitation or related fields.
Raipriti Swain is seeking opportunities to utilize her skills and continue learning. She has 6 months of experience as a lecturer in civil engineering at Raajdhani Engineering College. Her areas of expertise include structural analysis, strength of materials, surveying, and design of concrete structures. She is pursuing an M.Tech in structural engineering from KIIT University with a CGPA of 8.0.
Vignesh G is seeking a career opportunity to utilize his skills and work hard for organizational and personal growth. He has a Master's degree in Geotechnical Engineering and has work experience as a civil site engineer. His areas of expertise include geotechnical investigation, substructure planning, and infrastructure development. He has participated in academic projects and industrial visits related to soil investigation and has achieved technical skills like organizing conferences and workshops. He is self-motivated, a quick learner, and team player seeking to contribute to organizational objectives.
M. Balakumaran is seeking a job where he can improve his abilities and contribute to an organization's success. He has a B.E. in Civil Engineering from Nadar Saraswathi College of Engineering and Technology with a CGPA of 7.02. His area of interest includes site investigation and designing structural elements. For his final year project, he compared geopolymer concrete tiles to traditional cement tiles and found geopolymer tiles to be more eco-friendly with lower CO2 emissions. He is enthusiastic, hard-working, and innovative with skills in AutoCAD and Microsoft Office.
Pritam A. Mali is seeking a position that allows him to continue developing his skills and knowledge of construction management trends. He has a Master's degree in Construction Management from MIT Pune and a Bachelor's degree in Civil Engineering from PVPIT Budhgaon. He has work experience with Balaji Developers in Karad and has participated in several conferences, workshops, and competitions related to construction. He is proficient in construction software like MSCIT, AutoCAD, Primavera, and Tekla. His final year projects focused on beamless slab technology and the impact of construction equipment on project production.
Divyanshu Srivastava is seeking a career in a hi-tech environment where he can enhance his knowledge and abilities. He has over 3.5 years of experience in project management working with DAT Engineers under Larsen & Toubro. He has skills in project scheduling, monitoring, billing, costing, and documentation. He holds a B.Tech in Mechanical Engineering from L.K.C.E, Ghaziabad and has worked as a planning engineer for DAT Engineers and VKS project Ltd.
Rajesh Kumar Singh has over 20 years of experience in project management and civil engineering. He is currently working as an AGM of Project Operations at Khanna Properties managing the construction of a large medical college and hospital in Jabalpur. Prior to this, he held positions as Senior Project Manager and Project Manager for several real estate development companies, overseeing the construction of multiple malls and commercial buildings across India. He has a Bachelor's degree in Civil Engineering and specialized training in construction quality monitoring and earthquake-resistant design.
1. RESUME
Dr. S.M. Prasanna Kumar, B.E (Civil), M.E (CT), Ph.D
Mobile: 09098680881 ~ 09229355568 ~ E-Mail:
prasanna_vec@yahoo.co.in
Seeking assignments in Administration ~ Civil Engineering &
Teaching ~ with a high growth oriented organization.
Professional Abridgement
A competent professional with over 31+ years of experience in Civil
Engineering & Teaching, clubbed with 12 years of Administration
domain.
Presently working as Director, Rungta college of Engineering and
Technology, Kohka – Hurud Road, Bhilai, Chhattisgarh since 2010.
Very much contributed in e-Learning techniques to be adopted in
Teaching-Learning Process, and already prepared readymade e-
contents in electronics materials mode about 16 difficult subjects of
different departments, which can be taught in class effectively.
Planning and implementing operational plans, strategic plans, policy
making, innovative techniques, encouraging academic programs, social
awareness related activities, student centric events and many more.
In journey so far, demonstrated experiences & skills in developing
curriculum to accommodate different learning styles & maximizing
students’ comprehension, hence producing “Employable Engineers”.
Experience of facilitating/coaching students by using interactive
discussions and “hands-on” approaches to help students learn and
apply concepts in subjects.
Spearheaded construction projects applying modern Method of
Engineering & implementation of Administration with a flair for
adopting modern construction methodologies in compliance with
quality standards of construction industry.
Successfully handled the following construction assignments during the
career span ( Design and Work Plans only):
o Providing High Rise Building designs and operational plans.
o Turn Key Basis program in Construction of Residential Colonies
with all amenities.
A strategic planner with proficiency in implementing strategic facilities,
management solutions, to facilitate efficient transition, lower operating
costs while maintaining quality service levels and provide accurate and
timely reports to stake holders.
2. Adopt in developing and negotiating with vendors, managing healthy
contracts with consultants and suppliers of engineering equipment at
favourable terms; ensuring compliance with either of parties.
Result oriented professional with strong interpersonal skills and the
ability to relate to teachers/students at all levels.
Education
⊗ Ph.D from Visvesvaraya Technological University, Belgaum, Karnataka,
in 2007.
o Thesis on “Use of Pozzolanic and non-Pozzolanic fly ashes and
cement for Stabilization of Soils - A Comparative Study”.
⊗ M.E. (Construction Technology) from University Visveswaraiah
College of Engineering, Bangalore in 1988. (Secured 78.4%, highest in
the batch).
o Expert in subjects like Theory of Elasticity & Plasticity, Design of
structures I & II, Prefabricated Structures, Concrete Technology,
Advanced Mechanics & Construction Management, etc.
⊗ B.E. (Civil Engineering) from Government U.B.D.T. College of
Engineering, Davangere, Karnataka in 1984. (Secured 70%).
Administration and Academic Assignments
Period Assignment Organisation
Place of
Work State Duration
Stretch at
one place
Feb 1985 to
July1996 Lecturer
Vijayanagar
Engineering College Bellary Karnataka
11 Years, 5
Months 22 years
worked at
Vijayanagar
Engineering
college,
Bellary since
start of
career
August 1996
to October
2002
Assistant
Professor.
Vijayanagar
Engineering College Bellary Karnataka
06 Years, 5
Months
October 2002
to May 2004
Head of
Civil
Engineering
Dept.
Vijayanagar
Engineering College
Bellary Karnataka
1 Years, 7
Months
May 2004 to
March 2005 Principal
Vijayanagar
Engineering College Bellary Karnataka
0 Years, 10
Months
March 2005
to Feb 2006 Principal
V V S P institute of
Technology Bellary Karnataka
1 Years, 0
Months
Feb 2006 to
Aug 2007
Research
Scholar
Indian Institute of
Science Bangalore Karnataka
1 Years, 6
Months 3 Years 2
Months at
Bangalore
Aug 2007 to
Jan 2008
Principal
SBM Institute of
Technology Bangalore Karnataka
0 Years, 7
Months
Feb 2008 to
April 2009
Principal
M. S. Engineering
College Bangalore Karnataka
1 Years, 3
Months
April 2009 to
June 2010
Dean
Academics
O. P. Jindal Institute
of Technology Raigarh Chhattisgarh
1 Years, 3
Months
6 Years and
9 Months at
ChhattisgarhJune 2010 to Director Rungta college of Bhilai Chhattisgarh 5 Years
3. till date
Engineering and
Technology
and 6
Months +
(Working)
Core Competencies
ADMINISTRATION, ACADEMICS AND TEACHING
ADMINISTRATION
⊗ Implementing operational plans for ensuring smooth running of the
institute.
⊗ Providing leadership to teaching and administrative staff ensuring high
quality of teaching.
⊗ Following Govt. / UGC/ AICTE, policies regarding the budgetary
process and procedures for expenditure of the campus-based budget,
equipment, and the instructional budget.
⊗ Reviewing the pre set educational goals, objectives, and classroom
instructional programs, establishing academic and other performance
objectives.
ACADEMICS (Teaching & Operations)
⊗ Coordinating with the faculty members for altering the prevailing
courses/ curriculum/ syllabus based on the requirements.
⊗ Preparing papers; supervising entrance test for candidates seeking
admission to the school.
⊗ Organizing inter-house activities, publication of newsletter, cheering for
sports teams.
TEACHING (Student Management)
⊗ Recognizing, respecting & nurturing the creative potential of each
student.
⊗ Fostering a healthy learning atmosphere in class and responding to all
classroom queries in a spontaneous, empathic manner.
⊗ Ensuring discipline by observing students' work, behaviour and
attendance.
Subjects Taught to under graduate civil students
⊗ Engineering Mechanics
⊗ Design of Steel Structures I and II
⊗ Transportation Engineering
⊗ Strength of Materials
⊗ Structural Analysis I & II
4. ⊗ Soil Mechanics / Geo-technological Engineering
⊗ Prestressed Concrete
⊗ Experimental Stress Analysis
⊗ Theory of Elasticity
⊗ Design of RCC Structures I and II
and many more.....
Ph.D. Pursuing Scholars under My Supervision
⊗ Mr. V. Nagendra, Registered in Javaharlal Nehru Technical
University, Anantapur, research work under topic “Studies on
behaviour of concrete using micro to nano materials on Flexure,
Shear and Torsion” Lr.No. Rec Off Ph.D/admin/2009.
⊗ Mr. Renukaswamy G Shiva Kumar, Registered in K.L.University,
Vijayawada, research work under topic “ Effect of size of additives
to concrete on chemical compounds formation “ Regd No: 4166, Lr
No: ARP/Ph.D/2012/1
⊗ Mr. C.B. Srinivas Reddy, research work under topic “ Concrete
properties due to nano size substitutes as additives”
cmu/G/11/300015.
Research Interests
⊗ Soil Stabilization
⊗ Fly Ash Utilization
⊗ Mineralogy of Soils
⊗ High Volume Fly Ash Concrete
⊗ Rice Husk Ash Utilization
⊗ Design of ecofriendly building
⊗ Alternate to Cement
⊗ Nano Technology application to civil engineering field
Consultancy Assignments
Highlights:
⊗ Soil investigations for 300 Km range for construction of railway track –
South Indian Railways, a soil testing work at Vijayanagar Enginnering
College, Bellary.
⊗ Canal Breaching analysis, Solutions, Strata Investigations- Thunga
Bhadra Canal Work.
⊗ Integrated Rural Development Training in special construction field.
⊗ Foundation improvement solutions to Government mass Housing
Schemes in problematic soils.
⊗ Cost effective House construction for rural section with available
natural material.
5. ⊗ Played a major role in construction material testing in laboratory of all
verities of building materials.
⊗ Successfully designed various structures both concrete & steel of all
type including High Rise Apartments, Mall, Residential, etc.
⊗ Efficiently performed soil investigation of structures for Dams, Canals,
Road Ways, Railway Lines, etc.
⊗ Actively involved in carrying out research work on utilization of FLY
ASH for strengthening of weak soils & subgrades, improvement of
strength of concrete using pozzolanic materials, etc.
With Jain Heights and Structures, Bangalore
Highlights:
⊗ Designed multistoried Residential Apartment for Arya Krishna
Construction Company.
⊗ Played a major role in organizing workshops and seminars in
infrastructure area.
⊗ Actively involved in providing guidance to several project works.
Research Papers Publication
International Journal Publications
⊗ S.M.Prasanna kumar, Journal of Environmental science and
Engineering, Bali, Indonasia “Cementitious compounds formation using
pozzolans and their effect on stabilisation of soils of varying
engineering properties” IPCBEE ISBN 978-1-4244-9778-2/11 Volume
8(2011), pages 212 to 215
⊗ S.M.Prasanna Kumar, Journal of Environmental Science and
Engineering, Bangkok “ Silica and Calcium effect on Geo-Technical
properties of expansive soil extracted from rice husk ash and lime”
APCBEES ISBN 978-981-07-1833-6,ISSN 2010-4618 Volume 32, pages
119 to 123.
⊗ S.M.Prasanna Kumar, Journal of applied Mechanics and Materials, Hong
Kong “ Strength of extreme soils blended with fly ashes for pavements”
Scientific.net 10.4028 publication, Volume 376 pages 130 to 134
International conference presentations and periodical publications
⊗ S.M.Prasanna Kumar, International Conference on Engineering and
ICT, Maleka, Malaysia, “Effect of Pozzolans on properties of expansive
Black cotton soil and non-expansive Red earth soil” ICEI Green
Technology for Sustainable Development Paper ID.ET 216
⊗ S.M.Prasanna Kumar, 13th
International Conference of the International
Academy of physical sciences UPES 254/E120 “Use of Rice Husk Ash
and Lime to improve Geo-Technical properties of expansive black
cotton soil” CONIAPS _ XIII at University of Petroleum and Energy
studies, Dehradun.
6. ⊗ S.M.Prasanna Kumar, International Congress of Environmental
Research, “Si and Ca effect on technical properties of expansive soil
extracted from Rice Husk ash and Lime” JERAD 15-17,2011
⊗ S.M.Prasanna Kumar, International Conference ‘Shaastrarth’, “ C B R
values of Black cotton soil and fly ash blend in soaked and unsoaked
conditions” Multi-disciplinary congress conducted at Rungta College of
Engineering and Technology, paper published by Wiley publishers,
vol1, No, 978-81-265-4073-0 pages 186- 1 to 4
⊗ S.M.Prasanna Kumar, International Conference ‘Shaastrarth’, “ Flexural
Modulus of Elasticity of plain concrete by Flexure test” Multi-
disciplinary congress conducted at Rungta College of Engineering and
Technology, paper published by Wiley publishers, No, 978-81-265-
4073-0 vol1, pages 510- 20 to 24
⊗ S.M.Prasanna Kumar, invited talk on “Ozone layer depletion and global
Warming” at CSVTU, Bhilai on Environmental day.
⊗ S.M. Prasanna Kumar, Invited talk presented on topic Earth Sciences
and Technology in 13th
International Conference of the International
Academy of physical sciences, at Dehradun, S.M.Prasanna Kumar.
⊗ International Conference on Mechanical, Automotive and Materials
Engineering, at Bangkok, also awarded and selected as the ‘Best paper
of International Conference and Best oral presentation’.
National conference paper publications
⊗ S.M.Prasanna Kumar, Dr. P.V.Sivapullaiah, Dr.H.N
Ramesh,”Stabilisation of soils using Rice Husk Ash”- National Seminar
on ‘Recent Developments in Design and Construction Technologies’
convened by Association of Consulting Civil Engineers on 27-29 Oct
2005 U V C E, Bangalore.
⊗ S.M.Prasanna Kumar, Dr. P.V.Sivapullaiah, Dr.H.N Ramesh,”Soil
Liquefaction Hazards and Ground Failures- A Review”- National
Seminar on ‘Recent Developments in Design and Construction
Technologies’ convened by Association of Consulting Civil Engineers on
27-29 Oct 2005 U V C E, Bangalore.
⊗ S.M.Prasanna Kumar, Dr. P.V.Sivapullaiah,Dr. H.N.Ramesh,”
Stabilization of expansive and non-expansive soils using Fly Ashes” –
National seminar on ‘sustainable technology in civil engineering’
Technical session 8, Geotechnical, Transportation Engineering ,
S.R.K.R, Bhimavaram, Andhra Pradesh.
⊗ S.M.Prasanna Kumar, Dr. P.V.Sivapullaiah,Dr. H.N.Ramesh,
“stabilisation of expansive soils Using of pozzolanic and non-pozzolanic
fly ashes” - National seminar INDEX 2006 at sengunthar engineering
college, Erode, Tamilnadu.
⊗ S.M.Prasanna Kumar, “Ferrocement roofing elements for cost effective
constructions for rural area”- SSP program – Project under ‘ASTRA’
7. I.I.Sc. Bangalore – Convened at Ghosia Institute of Technology,
Ramanagar.
⊗ S.M.Prasanna Kumar, “Stone –crete roof with shear connectors for roof
construction” - SSP program – Project under ‘ASTRA’ I.I.Sc. Bangalore,
Seminar cum Exhibition at Siddaganga Institute ofTechnology, Tumkur.
⊗ S.M.Prasanna Kumar, “Compaction behaviour of soils after
stabilisation” at National Seminar on “Recent trends in Civil
engineering” convened at Vijayanagar Engineering College, Bellary.
Invited Talks and Chairing Technical Sessions
⊗ S.M.Prasanna Kumar, Chairing a session at 13th
International
Conference of the International Academy of physical sciences,
Dehradun, on technical session “Earth Sciences and Technology
Session XI.
⊗ S.M.Prasanna Kumar, invited talk as key Note Speaker on ‘Fly ash
Utilisation’ in International Conference of Academy of Physical Sciences
”CONIAPS-XIII” at University of Petroleum and Energy Studies,
Dehradun.
⊗ S.M.Prasanna Kumar, invited talk as key Note Speaker on
‘Environmental Changes’ in National Conference ”TECHNOLOGIA-2012”
at Christian college of Engineering and Technology, Bhilai.
⊗ S.M.Prasanna Kumar, Chairing a session at National Conference
“TECHNOLOGIA-2012, on technical session Judging technical papers
and selection of best paper for both Professional and students paper
presentations, at Christian college of Engineering and Technology,
Bhilai.
⊗ S.M.Prasanna Kumar, “Techniques of use of Multimedia technology for
quality and effective teaching methods” at All Principals meeting at
CSVTU, Bhilai.
Contribution in Spreading Academia through e-Learning
⊗ Producing and developing e-Learning material in almost all Civil
Engineering subjects and delivering the same to Faculty Members and
students of different colleges in CSVTU affiliated colleges and in
Bhopal. A prestigious Ho’ble Vice-Chancellor’s program of CSVTU.
⊗ Performed Teachers Training program, in which teachers are trained in
different subjects at different colleges, which is convened by CSVTU,
Bhilai.
Other Contributions and Active Involvements
⊗ World Bank Aid under TEQIP-II (Technical Education Quality
Improvement programme), AICTE aid for quality enhancement of
institute.
⊗ Active present ‘Member of Academic Council’ of Chhattisgarh
Swamy Vivekanand Technical University for one full period.
⊗ Active member of Technical committee of International Conferences.
8. ⊗ Reviewer of Technical research papers for International Conferences.
⊗ Life Membership of I S T E Chapter, Indian Society for Technical
Education, LM No, 12846.
Personal Details
Contact Address : Dr. S. M. Prasanna Kumar
House No, 65 - Parthivinagar, Heerapur Road,
Neera Extension, Tatibandh, Raipur, 492 010.
Chhattisgarh State
e-Mail I D : prasanna_vec@yahoo.co.in
Mobile No : 09098680881, 09229355568
Date of Birth : 15th
August 1961
Marital Status : Married, Blessed with one son and one Daughter
Languages Known : English, Hindi, Telugu, Tamil, Marathi, Kannada.
Countries Visited : Singapore, Malaysia, Thailand, China, U K, Europe
Countries.
Dr. S. M. PRASANNA KUMAR
References:
1. Dr. P. V. Sivapullaiah,
Professor, Civil department,
Indian Institute of Science,
Bangalore-560 012
Karnataka.
Contact No, 09448385475
2. Dr.B. C. Mal,
Prof IIT Kharagpur,
Ex Vice-Chancellor,
Chhattisgarh Swami Vivekananda Technical University,
Sector 8, Bhilai.
Contact No, 09425292441
3. Dr. S. C. Sharma,
Vice-Chancellor,
Chhattisgarh Swami Vivekananda Technical University,
Sector 8, Bhilai Retired Professor,
Contact No, 09845267790, 09425550035