S
Sanjay Kumar Shukla
Researcher at Edith Cowan University
Publications - 233
Citations - 3322
Sanjay Kumar Shukla is an academic researcher from Edith Cowan University. The author has contributed to research in topics: Settlement (structural) & Bearing capacity. The author has an hindex of 24, co-authored 212 publications receiving 2295 citations. Previous affiliations of Sanjay Kumar Shukla include Chitkara University & VIT University.
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An insight into waste management in Australia with a focus on landfill technology and liner leak detection
TL;DR: In this article, an attempt has been made to present the current state of landfilling in Australia with a focus on the lining practices and leak detection methods, and an extensive study was conducted involving different private and public waste handling and management facilities in all the states and territories of Australia.
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Analytical Model for Fiber-Reinforced Granular Soils under High Confining Stresses
TL;DR: In this article, a simple analytical model for predicting the shear strength behavior of fiber-reinforced granular soils under high confining stresses, where it can be assumed that pullout of fibers does not take place.
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A state-of-the-art review of geosynthetic-reinforced slopes
TL;DR: Geosynthetic-reinforced slopes as mentioned in this paper are generally compacted fill embankments that incorporate geosynthetics layers as tensile reinforcement to enhance stability, which holds together the soil mass from both sides of the failure surface, thus increasing the factor of safety of the existing slope.
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Experimental and numerical studies of loaded strip footing resting on reinforced fly ash slope
TL;DR: In this article, a series of plane strain model tests carried out on both reinforced and unreinforced fly ash embankment slopes were conducted by varying parameters such as embedment ratio, length and number of reinforcement layers, and edge distance from slope crest.
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Effect of Surcharge on the Stability of Anchored Rock Slope with Water Filled Tension Crack under Seismic Loading Condition
TL;DR: In this paper, an analytical expression is derived for the factor of safety of the rock slope incorporating most of the practically occurring destabilizing forces as well as the external stabilizing force through an anchoring system.