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T. G. Sitharam

Researcher at Indian Institute of Technology Guwahati

Publications -  305
Citations -  6379

T. G. Sitharam is an academic researcher from Indian Institute of Technology Guwahati. The author has contributed to research in topics: Seismic hazard & Liquefaction. The author has an hindex of 41, co-authored 291 publications receiving 5083 citations. Previous affiliations of T. G. Sitharam include Banaras Hindu University & University of Massachusetts Lowell.

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Physico-chemical and biological characterization of urban municipal landfill leachate

TL;DR: The study helps in understanding the contamination potential of landfill leachate and establishes linkages between microbial communities and physico-chemical parameters for effective management of landfillLeachate.
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Model studies on circular footing supported on geocell reinforced sand underlain by soft clay

TL;DR: In this article, the effectiveness of geocell reinforcement placed in the granular fill overlying soft clay beds has been studied by small-scale model tests in the laboratory, where the influence of width and height of the geocell mattress as well as that of a planar geogrid layer at the base of the mattress on the overall performance of the system has been systematically studied through a series of tests.
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Bearing capacity of circular footing on geocell–sand mattress overlying clay bed with void

TL;DR: In this article, the potential benefits of providing geocell reinforced sand mattress over clay subgrade with void have been investigated through a series of laboratory scale model tests, and the results indicate that substantial improvement in performance can be obtained with the provision of geocell mattress, of adequate size, over the clay sub grade with void.
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Machine learning modelling for predicting soil liquefaction susceptibility

TL;DR: This study describes two machine learning techniques applied to predict liquefaction susceptibility of soil based on the standard penetration test (SPT) data from the 1999 Chi-Chi, Taiwan earthquake and highlights the capability of the SVM over the ANN models.
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Practical equivalent continuum characterization of jointed rock masses

TL;DR: In this paper, the effect of joints in the rock mass is taken into account by a joint factor, which is incorporated in a non-linear FEM code to represent the equivalent continuum analysis.