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Hansda, Tanushree
- Cellular Concrete & its Facets of Application in Civil Engineering
Abstract Views :183 |
PDF Views:3
Authors
Affiliations
1 Nandi & Associates (P) Ltd, 76/1, Shreerampur (N), Garia, Kolkata-700084, IN
1 Nandi & Associates (P) Ltd, 76/1, Shreerampur (N), Garia, Kolkata-700084, IN
Source
International Journal of Engineering Research, Vol 5, No SP 1 (2016), Pagination: 37-43Abstract
Cellular Concrete is a cementitious paste of neat cement or cement & fine sand with a multitude of micro/macroscopic discrete air cells uniformly distributed throughout the mixture to create a lightweight concrete. The concrete is manufactured in two methods viz. First by mixing a preformed foam (surfactant) or mix-foaming agents mixture into the cement & water slurry with the hardening of concrete, the bubbles disintegrate leaving air voids of similar sizes. Second designated as Autoclaved Aerated Concrete (AAC), consisting of a mix of lime, sand, cement, water & an expansion agent. The bubble is made by adding expansion agents (aluminum powder or hydrogen peroxide) to the mix during the mixing process. This creates a chemical reaction that generates gas, either as hydrogen or as oxygen to form a gas-bubble structure within the concrete to be molded. Each mold is filled to one half of its depth with the slurry. The gasification process begins & the mixture expands to fill the mold above the top similar to baking a cake. After the initial setting, it is cured under high-pressured-steam (180° to 210°C/356° to 410°F) "autoclaved" for a specific amount of time to produce the final micro/macro-structure. HPCC has is an excellent insulator & significantly reduces the transfer of heat through concrete member. With a low water absorption, high tensile strength, high fire resistance & sound retention, this corrects deficiencies in the sand reducing bleeding. Besides structural forms cellular concrete finds application in as Flowable Fill or Controlled Low Strength Material (CLSM), Low Density Controlled Low Strength Material (LD-CLSM) which is a an engineered backfill material used as an alternative to compacted fill that can make backfill faster, being selfleveling, making total compaction within a few hours of placement. Compressive strengths can be adjusted according to the project requirements. Placing as a permanent material or permitting re-excavation at a later date is the paramount advantage of this material.Keywords
Cellular Concrete, CLSM, Foam Concrete, CLC, HySSIL.- Geographical Information System (GIS) in Water Resources Engineering
Abstract Views :309 |
PDF Views:2
Authors
Affiliations
1 Nandi & Associates (P) Ltd, 76/1, Shreerampur (N), Garia, Kolkata-700084, IN
2 Department of Construction Engineering, Jadavpur University, Kolkata-700098, IN
1 Nandi & Associates (P) Ltd, 76/1, Shreerampur (N), Garia, Kolkata-700084, IN
2 Department of Construction Engineering, Jadavpur University, Kolkata-700098, IN
Source
International Journal of Engineering Research, Vol 5, No SP 1 (2016), Pagination: 210-214Abstract
The world is getting populated day by day & the population explosion is creating pressure on all the natural resources & the necessity of spending the same in a judicious fashion is the cry of the day. The primal item of man use is water which is scarce as ever & the judicious spending of the same is necessary using a GIS monitored system, coupled with minimal use of fertiliser to maximise the crop growth at the minimal use of irrigation. GIS applications are tools that allow users to create interactive queries (user-created searches), analyze spatial information, edit data in maps & present the results of all these operations. In more generic sense GIS is a tool that allows users to create interactive queries analyze the spatial information & edit data. The later part of the paper discusses the scope of GIS, its uncertanities, raster to vector translation, data representation, GIS in irrigation management, GIS for predicting the future irrigation demand growth, GIS based irrigation water demand estimation, etc. The paper further discusses GISAREG program in irrigation simulation with a special reference to GIS user-interface techniques in precision farming of rice leading to the GIS model in estimating the regionally distributed drought water demand. In a nutshell the paper discusses all the facets of application of GIS in mankind including GIS model in estimating the regionally distributed drought water demand.Keywords
GISAREG, GIS in Irrigation Management, GIS in Drought Water Estimation, DSS, ArcView GIS's Application in Italy.- Remote Sensing:A Miracle in Irrigation Management
Abstract Views :114 |
PDF Views:0
Authors
Affiliations
1 Nandi & Associates (P) Ltd, 76/1, Shreerampur (N), Garia, Kolkata-700084, IN
2 Department of Construction Engineering, Jadavpur University, Kolkata-700098, IN
1 Nandi & Associates (P) Ltd, 76/1, Shreerampur (N), Garia, Kolkata-700084, IN
2 Department of Construction Engineering, Jadavpur University, Kolkata-700098, IN