Titlebook: Sustainable Practices and Innovations in Civil Engineering; Select Proceedings o Sivakumar Naganathan,Kamal Nasharuddin Mustapha,Th Confere

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Experimental Study on Alternative Material for Conventional Fine and Coarse Aggregate in Concrete,ate (RCA), as a suitable replacement for conventional fine and coarse aggregate (FA & CA). The suitability of alternative materials listed above is individually studied for compressive strength of concrete by varying the percentage replacement in 20, 50, 80, and 100% to conventional materials. The p

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forebear

Replacement of Polyethylene Bags by Bioplastics Using , the ecological and cultivable lands are thereby being contaminated. Many alternatives have been found out to decrease the usage of polyethylene; a number of bioplastics are emerged in the recent years. In our project, bioplastics are made from . and the plasticizer used is glycerol. Strength and pr

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DEMUR

Evaluation of Labor Positioning Factors Influencing Construction Manpower Allocation,cess. Although the organizations had competent engineers, the negatives from the workforce cause anxiety in construction manpower allocation. Construction professionals need to sustain manpower allocation. In this regard, this study identifies and evaluates twelve labor positioning factors influenci

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魔鬼在游行

Thermal Properties of Concrete Containing Cenosphere and Phase Change Materials,ct produced from power plant is fly ash cenosphere. It has white color, hollow structure and spherical shape. Addition of phase change materials (PCM) in concrete mixture contributed in improving thermal regulation in buildings. It was found that density, splitting tensile strength and compressive s

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,Causes and Consequences of Dam Failures—Case Study,metry of the slope, sliding, high settlement, etc., are the causes of dam failure. The dam failure occurs both nationally and internationally leading to a pressing need to fathom the underlying causes for the failure and to minimize such occurrences. To understand the causes of failure, it is import

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RODE

,Single and Group Static Laterally Loaded Vertical Pile in Horizontal and Sloping Ground—A Review,ons is well studied. The pile can be placed in man-made or natural slope, where there is a lateral- capacity reduces. This condition is predominately seen in off-shore and embankment areas. The study gives a detailed view in understanding the influence of geometry of slope in lateral capacity of pil