A
A. Murali Krishna
Researcher at Indian Institutes of Technology
Publications - 89
Citations - 1244
A. Murali Krishna is an academic researcher from Indian Institutes of Technology. The author has contributed to research in topics: Earthquake shaking table & Liquefaction. The author has an hindex of 18, co-authored 82 publications receiving 914 citations. Previous affiliations of A. Murali Krishna include Missouri University of Science and Technology & Indian Institute of Technology Guwahati.
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Evaluation of dynamic properties of sandy soil at high cyclic strains
TL;DR: In this paper, a modified methodology of evaluating the dynamic properties of saturated sands based on the actual Asymmetrical Hysteresis Loop (ASHL) was adopted, for a peak shear strain range of 0015-45% at 1 Hz loading frequency, on test specimens prepared at different relative density (30-90%) and confining stress (50-150 kPa).
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Seismic response of reinforced soil retaining wall models: Influence of backfill relative density
TL;DR: In this paper, the authors present the results of shaking table tests on model reinforced soil retaining walls in the laboratory and study the influence of backfill relative density on the seismic response through a series of laboratory model tests on retaining walls.
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Seismic response of wrap-faced reinforced soil-retaining wall models using shaking table tests
TL;DR: In this article, the results of shaking table tests on geotextile-reinforced wrap-faced soil-retaining walls are presented, and the results obtained from this study are helpful in understanding the relative performance of reinforced soil retaining walls under different test conditions used in the experiments.
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Recycled Tire Chips Mixed with Sand as Lightweight Backfill Material in Retaining Wall Applications: An Experimental Investigation
S. Bali Reddy,A. Murali Krishna +1 more
TL;DR: In this paper, the use of recycled tire shreds in sand-tire chips (STC) mixture for retaining wall applications has been studied and small-scale physical model tests were performed on rigid retaining wall with different STC mixtures.
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Evaluation of the Optimum Mixing Ratio of a Sand-Tire Chips Mixture for Geoengineering Applications
TL;DR: In this paper, the optimum mixing ratio of sand-tire chips (STC) mixtures based on void ratio and shear strength properties was evaluated and the results showed that the addition of tire chips up to 40% by weight showed significant decrease of void ratio by 43%.