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Titlebook: Dynamics of Soil and Modelling of Geotechnical Problems; Proceedings of India C. N. V. Satyanarayana Reddy,A. Murali Krishna,Nee Conference

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https://doi.org/10.1007/978-1-349-04567-9slopes constructed with locally available soil subjected to rainfall through a series of centrifuge model tests. A custom-designed simulator was used for inducing rainfall at high gravities using the 4.5 m radius large-beam centrifuge facility at IIT Bombay, INDIA, at 30 gravities. Three typical rai
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Dynamics of Soil and Modelling of Geotechnical Problems978-981-16-5605-7Series ISSN 2366-2557 Series E-ISSN 2366-2565
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Numerical Analysis of Laterally Loaded Pile Near Sloping Ground,und to be in good agreement. It is observed that, with an increase in slope from horizontal to 1 V:5H, the pile head deflection decreased. The effect of slope on pile capacity, the behavior of lateral deflections of single and group of piles, and their efficiencies are also studied.
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Development of Calibration Methodology for Earth Pressure Cells for Installation on Full Scale Reta cells and factors affecting their response. Calibration of EPCs is very important prior to its application, and thus, available calibration methods are discussed. The developments done in the area of EPCs are also covered, and recommendations are suggested for better utilization of EPC to obtain reliable measurements.
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