Muhammad Nafees Abbasi is an engineering geologist seeking a position that offers opportunities for professional growth. He has over 5 years of experience in soil testing, geotechnical investigation, and material testing. His responsibilities have included conducting laboratory tests, logging subsurface strata, preparing reports, and supervising technicians. He is proficient in software such as NovoLAB and has experience performing non-destructive tests like plate load tests.
The following tests was performed by the students of Civil Engineering Department U.E.T Peshawar (the list of experiments can be seen in table of contents) under the supervision of Sir Engr. Zia Ullah..The main purpose of this lab was to investigate different types of soils through different tests and to compare them with the standards mostly ASTM.
SPT, SCPT, and DCPT Correlation for SC, CL, and SM-SC Soils: A Case Study of ...Samirsinh Parmar
SPT, SCPT, and DCPT Correlation for SC, CL, and SM-SC Soils: A Case Study of Nadiad Soil,Standard Penetration Test, Dynamic Cone Penetration Test, Static Cone Penetration Test, Sand, Silt, Correlation
The following tests was performed by the students of Civil Engineering Department U.E.T Peshawar (the list of experiments can be seen in table of contents) under the supervision of Sir Engr. Zia Ullah..The main purpose of this lab was to investigate different types of soils through different tests and to compare them with the standards mostly ASTM.
SPT, SCPT, and DCPT Correlation for SC, CL, and SM-SC Soils: A Case Study of ...Samirsinh Parmar
SPT, SCPT, and DCPT Correlation for SC, CL, and SM-SC Soils: A Case Study of Nadiad Soil,Standard Penetration Test, Dynamic Cone Penetration Test, Static Cone Penetration Test, Sand, Silt, Correlation
EFFECT OF GROUTING ON STABILITY OF SLOPE AND UNSUPPORTED STEEP EXCAVATIONLakshmi Narayanan
Analysis of slopes for stability and safety is a major area of concern in civil engineering. To measure the effect of grouting on stability of slope, a scaled down prototype is created and cement grouting is applied by penetration method. The major finding of this project is a comparative study is based on application of grouting and the performance of the soil slope without grouting.
Objectives of the project
To determine the characteristics of soil and grouting materials.
To determine the physical properties and their applicability in different type of soil.
The main aim of the project is to find the effect of grouting on stability of slope.
The Experimental Failure behaviour of a Prestressed Concrete Electricity Tran...Samirsinh Parmar
Pre-stressed Concrete poles, Full-scale field test, Design wind load, Soil–structure-interaction, foundation soil analysis, Mono-pole Behavior with respect to lateral load, effect of foundation soil
Influence of Natural Pozzolan on Porosity-Cementitious Materials Ratio in Con...irjes
The objective of this research project is to explore the influence of the amount of natural
pozzolan (trass) as a partial replacement of Portland cement on the strength characteristic (qu) of Cement
Treated Recycled Base (CTRB) pavement mixtures. As parameters controlling the unconfined compressive
strength, the porosity, curing time and the porosity to cementitious materials ratio were investigated in
relation to the maximum influence of natural pozzolan contents in various mix designs. Based on the
statistical analysis, the results showed good correlations between unconfined compressive strength and
cementitious materials content (cement and trass) and porosity of the CTRB mixture. The increase in
Unconfined Compressive Strength (UCS) of the CTRB also depended on the increase in curing time of the
CTRB samples. The results also revealed that the void to cementitious materials ratio (η/civ) is a good
indicator of the UCS of the CTRB mixtures. This research project proposes some empirical models to
estimate the efficiency factor α using the equivalent cementitious material content concept of the mixture
proportion. Strength prediction of the CTRB mixtures using this proposed efficiency factor α was reviewed
using Feret’s equation for concrete material.
El Camino para que tu inversión tenga un retorno mayor que el promedio del mercado y el país. Y para que los ganaderos vuelvan a ser referentes en el mundo.-
Asma Marine Global Logistics is one of the high level international freight forwarder providing supply chain & logistic solutions by air, sea & road transportation across the globe. We are also member in EIFFA (Egyptian International Freight Forwarding Association). FIATA (Fédération Internationale des Associations de Transitaires et Assimilés). We at Asma Marine Global Logistics offer you a dedicated customer service team, experienced & professionally trained operations staff to handle your sensitive cargo. You also get a prompt response from our highly motivated sales team for all your air, sea & land freight inquiries. Our well trained customer service & sales team ensures that they offer a tailor made freight / logistics solutions to suit your industry.
EFFECT OF GROUTING ON STABILITY OF SLOPE AND UNSUPPORTED STEEP EXCAVATIONLakshmi Narayanan
Analysis of slopes for stability and safety is a major area of concern in civil engineering. To measure the effect of grouting on stability of slope, a scaled down prototype is created and cement grouting is applied by penetration method. The major finding of this project is a comparative study is based on application of grouting and the performance of the soil slope without grouting.
Objectives of the project
To determine the characteristics of soil and grouting materials.
To determine the physical properties and their applicability in different type of soil.
The main aim of the project is to find the effect of grouting on stability of slope.
The Experimental Failure behaviour of a Prestressed Concrete Electricity Tran...Samirsinh Parmar
Pre-stressed Concrete poles, Full-scale field test, Design wind load, Soil–structure-interaction, foundation soil analysis, Mono-pole Behavior with respect to lateral load, effect of foundation soil
Influence of Natural Pozzolan on Porosity-Cementitious Materials Ratio in Con...irjes
The objective of this research project is to explore the influence of the amount of natural
pozzolan (trass) as a partial replacement of Portland cement on the strength characteristic (qu) of Cement
Treated Recycled Base (CTRB) pavement mixtures. As parameters controlling the unconfined compressive
strength, the porosity, curing time and the porosity to cementitious materials ratio were investigated in
relation to the maximum influence of natural pozzolan contents in various mix designs. Based on the
statistical analysis, the results showed good correlations between unconfined compressive strength and
cementitious materials content (cement and trass) and porosity of the CTRB mixture. The increase in
Unconfined Compressive Strength (UCS) of the CTRB also depended on the increase in curing time of the
CTRB samples. The results also revealed that the void to cementitious materials ratio (η/civ) is a good
indicator of the UCS of the CTRB mixtures. This research project proposes some empirical models to
estimate the efficiency factor α using the equivalent cementitious material content concept of the mixture
proportion. Strength prediction of the CTRB mixtures using this proposed efficiency factor α was reviewed
using Feret’s equation for concrete material.
El Camino para que tu inversión tenga un retorno mayor que el promedio del mercado y el país. Y para que los ganaderos vuelvan a ser referentes en el mundo.-
Asma Marine Global Logistics is one of the high level international freight forwarder providing supply chain & logistic solutions by air, sea & road transportation across the globe. We are also member in EIFFA (Egyptian International Freight Forwarding Association). FIATA (Fédération Internationale des Associations de Transitaires et Assimilés). We at Asma Marine Global Logistics offer you a dedicated customer service team, experienced & professionally trained operations staff to handle your sensitive cargo. You also get a prompt response from our highly motivated sales team for all your air, sea & land freight inquiries. Our well trained customer service & sales team ensures that they offer a tailor made freight / logistics solutions to suit your industry.
GEOLOGIST WITH 3 TO 4 YEARS EXPERIENCE IN MINERAL EXPLORATION AND PETROLEUM EXPLORATION AND ENGINEERING GEOLOGY. PUBLISHED THESIS ON ARTIFICIAL RECHARGE OF GROUNDWATER AND GEOSTATISTICAL APPLICATION FOR RESERVE ESTIMATION
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Objective To join dynamic and progressing organization offering sample
opportunities for diversified experience & enhancement of professional
skills & career growth.
Professional
experience
SOIL TESTING SERVICES(Pvt) Ltd,Karachi.(16th March 2016 to till
now)
As a material engineer
Key Responsibilities:
• Working as a Geo-tech Laboratory Incharge, Conduct the required
tests and record the results on standard formats, test data calculations,
plot results and prepare test reports, including opinions and
interpretations also write geotechnical reports (ground / geological
section)
• Working on Geotechnical Investigation Software “NovoLAB”.
• Logging subsurface strata, identification of rock, soil and engineering
classification, characterisation, physical and mechanical properties and
all types of soil tests, Concrete and its’ constituent materials including
mix design of different strength, additives and admixtures and production
processes, Asphalt and binder physical, mechanical and volumetric
properties including mix design.
• Supervised the laboratory tests according to ASTM, AASHTO and
British Standards, include calculations.
• Carried out other laboratory/testing/reporting duties as instructed by the
Project Manager.
• Sample collections, registration, storage, and manage disposal duties
in accordance with standard laboratory quality procedures.
• Equipment checking and calibration maintain in good working order
and calibrations up to date, carried out routine maintenance as well as
2. performance checks.
• Solved the difficulty in testing, new or varied material or problems that
cannot be solved by the technicians, in time.
• Conduct the training sessions on Standard Testing procedures, Quality
and kept the technicians to updated and familiar with the Quality Manual.
• Managed the general housekeeping duties in the laboratory.
Perform Non Destructive test,
• Schmidt hammer Test
• Plate Load Test
• Ferroscan Test
• Pile Integrity Test
• Electrical Resistivity Test
• Thermal Conductivity Test
SGS PAKISTAN PRIVATE LIMITED.(06th june 2012 to 15 March 2016)
As a Geologist(Executive Officer )-Mineral & Geotech
RESPONSIBILITIES:
As a material technologist in physical lab and site geologist.
Supervise the work of site projects , manage & establish the
detail program for the coordination of site activities.
Monitoring the drilling & boring site, sampling, Pitting, SPT,
UDS, CPT & Coring.
Carrying out Subsurface exploration, performing field tests,
collection field data & preparation of bore logs.
Soil & Rock Logging.
Compiling data, prepare reports & other deliverables for
geotechnical schemes.
Performing physical test on
SOIL : Grain Size Analysis, Unit weight of sand, Specific gravity of sand,
Atterberg limit(ASSTO & UNIFID Soil Classification), Proctor, CBR, Field
Density, Direct Shear, Hydrometer & permeability test.
Fine & Coarse Aggregate : Specific gravity of fine & coarse aggregate,
Water absorption, Unconfined compressive strength, point load test,
Fineness Modulus, Aggrigate Impact Value, Loss Angeles Bearing test,
Crushing value of course aggregate, Soundness of aggregates,
Elongation & flakiness of aggregates, Sand equivale test, Organic
impurity test.
Concrete & Cement : Concrete mix design, Slum Test, Cube &
Cylinder Strength Test, Consistency, Compressive Strength of Mortar,
Settling Time, Soundness Le-Chatelier Expansion, Fineness
(Blain Permeability)
Asphalt & Bitumen : Bitumen Content, Penetration, Specific Gravity,
Flash & Fire point.
Chemical Test : Chemical Analysis of water and Soil e.g Clorine(Cl2),
sulphate (SO4), Electric Conductivity(EC), Organic, PH & TDS.
Inspection Of Mineral : Supervise Inspection for Quality Check Of
3. Mineral Ores such as (Chromite, Barite, Copper, Manganese, Iron Ore,
Talc, Gypsum, Antimony) & Coal / Coke as per International Standard
Protocol.
SOIL TESTING SERVICES(Pvt) Ltd,Karachi.(2nd Apr to 5th Jun 2012 )
As a assistant material engineer or soil testing lab technician and site
geologist.
RESPONSIBILITIES:
Testing of Soil & Aggregate like Atterberg limit,Specific
gravity,Unconfined compressive strength, Conslidation, Proctor,
CBR,Density, Loss Angeless,Absorption, Soundness, Concrete mix
design,Field Density Test , & etc.
Chemical Analysis of water and Soil e.g Clorine(Cl2), sulphate (SO4),
PH & TDS.
Subsoil investigation(Drilling,Pitting,SPT,CPT),Field density, preparation
of bore logs.
CONSOLIDATED ENGINEERING SERVICES (Pvt) Ltd.(2nd Jan to 31st
Mar 2012)
As a trainee geologist/material technician.
Summary of
qualifications
M.Sc. (Geology) in 2011 (1st div) from Karachi University.
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HSC (Pre Engineering) in 2006 (1st div) from Govt. National College.
SSc (science) in 2004 (A grade) from New Happy Home School.
Personal
Father’s name : MMuuhhaammmmaadd FFaazziill AAbbbbaassii
N. I. C. # : 4422110011--44552244447755--33
PPaassssppoorrtt ## :: LD1014751
DDaattee ooff BBiirrtthh : Nov. 19, 1988
Nationality : Pakistani
Marital Status : Single
Computer Skills Ms Office.
GIS.
Autocad.
Inpage.
Adobe Photoshop.
Windows 7 & XP.
Internet browsing.
Personal Skill Can learn new ideas quickly, team leader and player, strong
interpersonal and communication skill, creative, hard working and self
motivated.