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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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Strength Behavior of Fly Ash-Stabilized Soil Reinforced with Coir Fibers in Alkaline Environment

TL;DR: Alkaline activation has received much attention in recent years as a method for improving the soil properties as discussed by the authors, and this paper presents the details of laboratory investigation to evaluate the performance of this method.
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Electrical resistivity of sandy soil

TL;DR: In this paper, the results of an investigation into the interaction between the various electrical factors pertaining to resistivity tests in Perth sandy soil (specifically AC input voltage and frequency) and those controlling the soil characteristics, specifically water content and relative density of the soil, and the type of water employed in the tests, whether distilled or tap water.
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Experimental investigation of vertical and batter pile groups subjected to dynamic loads

TL;DR: In this article, the dynamic responses of cast in-situ reinforced concrete vertical and batter pile groups constructed in the silty sand have been investigated, and their responses were compared in terms of resonant frequency and peak displacement.
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Numerical Modeling of Granular Anchor Pile System in Loose Sandy Soil Subjected to Uplift Loading

TL;DR: In this article, the authors presented the results of the numerical study to estimate the ultimate uplift capacity of group piles using finite element software PLAXIS-3D, where the analysis examines the influence of factors such as number of piles n and length L to width D ratio, and properties of the granular pile material and compares the efficiency of group of GAP systems of different configurations.
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A modified suction-controlled direct shear device for testing unsaturated soil and steel plate interface

TL;DR: In this paper, a suction-controlled direct shear apparatus was modified to study the influence of matric suction on interface (a stainless steel plate), and the main modifications included the fabrication of the shear box base/test cell for interface testing, along with some other important features and modifications.