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/10.1007/978-1-349-03128-3g walls and foundations. The most common and economical types of EPC are sensors which quantify the deflection of sensing diaphragms by means of strain gauges or hydraulic type connected to vibrating wire transducers. The present paper covers the literature related to various types of earth pressure

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https://doi.org/10.1007/978-1-349-03128-3eld vane shear test. However, despite its common usage, the interpretation of the vane test has been quite often a controversial issue. Thus, this paper aims to analyze the effects of vane blade thickness and the conventional interpretation of determining shear strength from the vane shear test usin

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https://doi.org/10.1007/978-1-349-03394-2of dam. Direction of flow lines in flow direction or in reverse direction of flow in core may destabilize the factor of safety of dam. An analytical study has been undertaken to evaluate and compare the variation in the flownet under Steady-State Seepage and Rapid Draw-Down in the core of a dam on a

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Birth Control: A Woman’s Right to Choose?ethods that is used to increase the strength of soil and decrease the settlement of soil. The key objective of this paper is to study the influence of key parameters on the settlement and loading behaviour of a column. In this study, a series of numerical analyses have been performed by using PLAXIS

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Birth Control: A Woman’s Right to Choose?echnical centrifuge. The approaches of centrifuge modeling have facilitated the evaluation of seepage and deformation in the embankments and are also considered a powerful tool to examine the failure mechanisms. In this context, a model dam, made of clayey soil based on cross-sections of an earthen