Civil engineering projects @ dreamweb techno solutions

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73/5,3rd FLOOR,SRI KAMATCHI COMPLEX OPP.CITY HOSPITAL (NEAR LAKSHMI COMPLEX) SALAI ROAD,Trichy - 620 018, Ph: 0431 4050403, 7200021403

Engineering

PROJECT CAPTION -CIVIL
DreamwebTechnosolutions
73/5,3rdFLOOR, SRI KAMATCHI COMPLEX, OPP.CITY HOSPITAL (NEAR LAKSHMI COMPLEX)
SALAI ROAD,Trichy - 620 018, Contact:-7200021403/04 PH: 0431 4050403.
[Sl.No CIVIL PROJECT CAPTION
DTSCL1
Strength Analysis Of Concrete By Using Iron Slag With A Partial Replacement
Of Fine Aggregate
DTSCL2
Strength Analysis Of Concrete By Using Hyposludge With A Partial
Replacement Of Cement.
DTSCL3 Experimental Behaviour On Quarry Dust In Conventional Concret.
DTSCL4 Comparative Study Of Alternate Foundation For Fivestoreyed Building.
DTSCL5
Influence Of Kongu Tree Saw Dust On Removal Of Fluoride In Aqueous
Solution Ground Water Analysis In Coovam River Surroundings
DTSCL6
An Experimental Study Of Behavior Of Concrete By Addition Of Bamboo As
Fiber And Comparing It With As Conventional Concrete.
DTSCL7 Design Of Multi Stored Building Resting On Single Column.
DTSCL8 An Experimental Investigation On Cost Effective Paver Blocks.
DTSCL9 Recycling Of Industrial Waste As Construction Material.
DTSCL10
Partial Replacement Of Cement By Marble Powder.
DTSCL11
Behaviour Of Reinforced Concrete Beams With Coconut Shell As Coarse
Aggregates.
DTSCL12 Study on self-cured concrete mixesreplacing quarry dust for fine aggregate
DTSCL13
High-strength structural concrete replacing coarse aggregate by using debris
coarse aggregate
DTSCL14 Improvement The Properties Of Concrete By Adding Fiber Project
DTSCL15 Alternate And Low Costconstruction Materials And Techniques
DTSCL16 Design And Development Of Shake Table
DTSCL17 Application Of Foundry Waste Sand In Manufacture Of Concrete
DTSCL18
Study Of Management And Control Of Waste Construction Materials In Civil
Construction Project
DTSCL19 Concrete Shrinkage Prediction Using Maturity And Activation Energy
DTSCL20 Design Of R.C.C. Over Head Tank

Similar to Civil engineering projects @ dreamweb techno solutions

Natural resources are vanishing universal while at the similar time the generated wastes from the industry are growing substantially. The sustainable development for construction requires the use of nonconventional and innovative materials, and recycling of demolished and waste materials so to compensate the lack of natural resources and to find alternative ways of conserving the environment. So, this paper presents the consequences of an experimental study carried out to evaluate the power-driven properties of concrete mixtures in which fine aggregate (sand) was swapped with Copper Slag (CS) while coarse aggregates were swapped by used and recycled concrete coarse aggregate (RCA) from demolished structure or building. Both the coarse and fine aggregate were replaced with percentages 0% (for the control mixture), 10%, 20%, 30%, of Copper Slag by weight ratio. Tests were performed for properties of new concrete and toughened Concrete simultaneously. Slump test was conducted to regulate the workability of the several design concrete mix. Compressive strength and split tensile strength were determined at 7, 28 days of curing completely. The results show that workability shrinkages slightly with rise in Copper Slag ratio, however workability for the illustrations were within the prearranged boundary for M25 concrete. Test results shown substantial enhancement in the strength assets of simple concrete by the insertion of CS alone whereas a reverse tendency in observed for growing proportion of RCA in the illustration. The result of this study work displayed that Copper slag in addition recycled concrete aggregate can be efficiently used in physical concrete as a standby of coarse aggregate and fine aggregate (sand) respectively.

A REVIEW PAPER ON PROPERTIES OF CONCRETE WITH FRACTIONAL REPLACEMENT OF RECYC...

International Research Journal of Modernization in Engineering Technology and Science

The results of an experimental investigation to study the effects of partial replacement of cement with fly ash in rubberized and coconut shell concrete. The percentage of rubber used in this study was 5% replaced with coarse aggregate and fly ash varies from 0-20% were replaced with cement in conventional concrete. One size of tire rubber chips are used of about 10mm. Rubber is produced excessively worldwide every year. It cannot be discharge off easily in the environment as its decomposition takes much time and also produces environmental pollution. In such a case the reuse of rubber would be a better choice. In order to reuse rubber wastes, it was added to concrete as coarse aggregate and its different properties like compressive strength, Tensile strength, ductility etc. were investigated and compared with ordinary concrete. As a result it was found that rubberized concrete is durable, less ductile, has greater crack resistance but has a low compressive strength when compared with ordinary concrete. The compressive strength of rubberized concrete can be increased by adding some amount of silica to it. Properties of concrete with coconut shells (CS) as aggregate replacement were studied. Control concrete with normal aggregate and CS concrete with 10-20% coarse aggregate replacement with CS were made. Two mixes with CS and fly ash were also made to investigate fly ash effect on CS replaced concretes. Constant water to cementitious ratio of 0.6 was maintained for all the concretes. Properties like compressive strength, split tensile strength, water absorption and moisture migration were investigated in the laboratory. The results showed that, density of the concretes decreases with increase in CS percent. Workability decreased with increase in CS replacement. Compressive and split tensile strengths of CS concretes were lower than control concrete. Permeable voids, absorption and sorption were higher for CS replaced concretes than control concrete. Coarse aggregate replacement with equivalent weight of fly ash had no influence when compared with properties of corresponding CS replaced concrete The mix design was targeted to be M15 grade of concrete. The mix proportion of concrete was 1:2:4 with water cement ratio of 0.45.The fresh and hardened properties of rubberized concrete produced at two different replacements ratios of fly ash compared to the conventional concrete without rubber and fly ash. The test result indicate that there was a small reduction in the strength with the 5% replacement in rubber content as compared with the conventional concrete. However, the increase of fly ash from 10% to 20% improved the mechanical properties of rubberized and coconut shell concrete. This study explores the effects of rubber particles and coconut shell on some properties of concrete.

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The development of self-compacting concrete has been one of the most important materials in the modern building industry. The purpose of this concrete concept is to decrease the risk due to human factor. The use of SCC is spreading worldwide because of its very attractive properties. In the present investigation Blended SCC is the one in which some percentage of cement content used for the concrete is replaced by any of the mineral admixtures. Here, the present study to development of blended self-compacting concrete by replaced in the mineral admixtures using Fly ash 0-30% and metakaolin 0-30% as the weight of cement. Study the rheological properties and mechanical properties of developed blended SCC mixes in the laboratory condition and different curing ages. In recent years, many researchers have established that the use of supplementary cementatious materials (SCMs) like blast furnace slag, silica fume, metakaolin (MK), fly ash (FA) and rice husk ash (RHA) etc. can, not only improve the various properties of concrete both in its fresh and hardened states, but also can contribute to economy in construction costsruning.

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Concrete is one of the most widely used construction material in the world. Destruction of concrete structure due to natural calamities like earthquake, tsunami or by the bombardment, it has became a major problem in finding place for dumping the concrete debris particularly in urban areas. This paper deals with the study of strength of concrete incorporating Recycled Aggregate concrete. The main objectives of this investigation is to find out up to what percentage the Natural Coarse Aggregate (N.C.A) can be replaced by R.C.A in the concrete mix and to find out the extra quantity of cement to be added for each percentage replacement by R.C.A to achieve its target mean strength A series of test were carried out to determine the compressive strength, split tensile strength, flexural strength with and without recycled aggregates. Natural coarse aggregates in concrete were replaced with 0%, 20%, 40%, 60%, 80% and 100% of crushed concrete coarse aggregate. For the strength characteristics, the result showed a gradual decrease in compressive strength, split tensile strength, flexural and modulus of elasticity as the percentage of recycled aggregate is increased.

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One of the approaches in improving the durability of concrete is to use blended cement materials such as fly ash, silica fume, slag and more recently, metakaolin. By changing the chemistry and microstructure of concrete, pozzolans reduce the capillary porosity of the cementitious system and make them less permeable to exterior chemical sources as well as reducing the internal chemical incompatilities such as alkali-silica reaction. The concrete industry is known to leave an enormous environmental footprint on Planet Earth. First, there are the sheer volumes of material needed to produce the billions of tons of concrete worldwide each year. Then there are the CO2 emissions caused during the production of Portland cement. Together with the energy requirements, water consumption and generation of construction and demolition waste, these factors contribute to the general appearance that concrete is not particularly environmentally friendly or compatible with the demands of sustainable development. Thus, use of these supplementary cementitious materials can reduce the effects of cement causing severe environmental impact. This study presents the results of different mechanical properties of concrete such as compressive strength, split tensile strength and flexural concrete by partially replacing cement with metakaolin and silica fume. The replacement of metakaolin is varied from 10%, 15%, 20% and 25% and silica fume from 6%, 8% and 10%. The property of concrete in fresh state that is the workability is also studied during the present investigation. The optimum doses of silica fume and metakaolin in combination were found to be 6% and 15% (by weight) respectively, when used as part replacement of ordinary Portland cement.

An Experimental Investigation on Strength Characteristics of Concrete with Pa...

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The purpose of Integrated Test Rig is to assess performance of Fuel Cooled Oil Cooler (FCOC), HP Pump & Oil Pump prior to fitment on Aero Engine. The design of rig is such that it can cater to individual testing of individual LRU or integrated testing of all the LRU’s installed together (in combination). The pumps under test shall be mounted directly on the high-speed electric motor flange through adapter quill shaft assembly. Variable speed drives shall be provided for all the pumps under testing. The rig shall cater for real time monitoring and recording of performance parameters. KEY FEATURES Key features of this Rig are as follows: - 1. It has separate power packs for both the fluids i.e. ATF Power pack for ATF Fluid, OX Power Pack for OX-27 Oil. 2. This Rig is designed for high temperature Application. It works on 200 deg. Celsius. 3. Two Dedicated heating systems have been integrated with this Rig to raise the temperature of OX-27 Oil. 4. In both Power Packs insulated tanks are being used, which is good for safe operation and safety of operator. 5. This rig is designed in such a way, that it’s OX power pack is in its left side, ATF Power pack is in right Side and test bed is in Centre. 6. A big Test bed have been provided for smooth testing of UUT’s. 7. All piping is being insulated for safe operation and maintenance. 8. It comprises with DAQ System. 9. This rig can test several components at a time, together or separately. Application All the UUT’s are mounted on HTFE-25 Engine after successful performance testing of those. Application of this Rig are as follows: - 1. One of its application is to test LP Pump of HTFE-25. It is designed for functional testing of LP Pump. a. Free Flow Test b. Load Test 2. It is used to test HP Pump of HTFE-25. It is designed for functional testing of HP Pump. a. Free Flow Test b. Load Test 3. It is used to test Oil Pump of HTFE-25. It is designed for functional testing of Oil Pump. 4. It is used to test FCOC of HTFE-25.

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Civil engineering projects @ dreamweb techno solutions

1. PROJECT CAPTION -CIVIL DreamwebTechnosolutions 73/5,3rdFLOOR, SRI KAMATCHI COMPLEX, OPP.CITY HOSPITAL (NEAR LAKSHMI COMPLEX) SALAI ROAD,Trichy - 620 018, Contact:-7200021403/04 PH: 0431 4050403. [Sl.No CIVIL PROJECT CAPTION DTSCL1 Strength Analysis Of Concrete By Using Iron Slag With A Partial Replacement Of Fine Aggregate DTSCL2 Strength Analysis Of Concrete By Using Hyposludge With A Partial Replacement Of Cement. DTSCL3 Experimental Behaviour On Quarry Dust In Conventional Concret. DTSCL4 Comparative Study Of Alternate Foundation For Fivestoreyed Building. DTSCL5 Influence Of Kongu Tree Saw Dust On Removal Of Fluoride In Aqueous Solution Ground Water Analysis In Coovam River Surroundings DTSCL6 An Experimental Study Of Behavior Of Concrete By Addition Of Bamboo As Fiber And Comparing It With As Conventional Concrete. DTSCL7 Design Of Multi Stored Building Resting On Single Column. DTSCL8 An Experimental Investigation On Cost Effective Paver Blocks. DTSCL9 Recycling Of Industrial Waste As Construction Material. DTSCL10 Partial Replacement Of Cement By Marble Powder. DTSCL11 Behaviour Of Reinforced Concrete Beams With Coconut Shell As Coarse Aggregates. DTSCL12 Study on self-cured concrete mixesreplacing quarry dust for fine aggregate DTSCL13 High-strength structural concrete replacing coarse aggregate by using debris coarse aggregate DTSCL14 Improvement The Properties Of Concrete By Adding Fiber Project DTSCL15 Alternate And Low Costconstruction Materials And Techniques DTSCL16 Design And Development Of Shake Table DTSCL17 Application Of Foundry Waste Sand In Manufacture Of Concrete DTSCL18 Study Of Management And Control Of Waste Construction Materials In Civil Construction Project DTSCL19 Concrete Shrinkage Prediction Using Maturity And Activation Energy DTSCL20 Design Of R.C.C. Over Head Tank

2. PROJECT CAPTION -CIVIL DreamwebTechnosolutions 73/5,3rdFLOOR, SRI KAMATCHI COMPLEX, OPP.CITY HOSPITAL (NEAR LAKSHMI COMPLEX) SALAI ROAD,Trichy - 620 018, Contact:-7200021403/04 PH: 0431 4050403. DTSCL21 Behavior And Performance Of High Performance Concretefor Pavements DTSCL22 A Study On Foundry Sand: Opportunities For Sustainable And Economical Concrete DTSCL23 Numerical Evaluation Of Structural Behavior Of The Simply Supported Frp-Rc Beams. DTSCL24 Behaviour And Structural Design Of Concrete Structures Exposed To Fire DTSCL25 Impacts Of Using Crushed Rocks In Concrete DTSCL26 Shear Capacity Of Steel Fibre Reinforced Concrete Beams Without Conventional Shear Reinforcement DTSCL27 Fly Ash Bricks Masonry: An Experimental Study DTSCL28 Corrosion Resistance Of Weathering Steels DTSCL29 Rehabilitation And Maintenance Of Road Pavements Using High Early Strength Concrete. DTSCL30 Comparative Study Of Compressive Strength Of Bricks Made With Various Materials To Clay Bricks DTSCL31 Utilization Of Waste Tyre Rubber As Concrete Aggregates In The Production Of Non Structural Portland Cement Concrete DTSCL32 Study Focuses On The Structural Behavior Of Reinforced Concrete Cube Or Beam With Ground Granulated Blast Furnace Slag (Ggbs) DTSCL33 Behavioural Studies Of High Volume Flyash Concrete DTSCL34 Study On Geopolymer Bricks

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