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A. Mandal

Researcher at Visvesvaraya National Institute of Technology

Publications -  36
Citations -  229

A. Mandal is an academic researcher from Visvesvaraya National Institute of Technology. The author has contributed to research in topics: Excavation & Ultimate tensile strength. The author has an hindex of 7, co-authored 31 publications receiving 155 citations. Previous affiliations of A. Mandal include University of Dayton & Indian Institutes of Technology.

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Dynamic Response of the Foundations Resting on a Two-layered Soil Underlain by a Rigid Layer

TL;DR: In this article, the effect of layering over rigid base on the dynamic behavior of foundation under vertical mode of vibration was investigated, and the experimentally obtained results were also compared with the results obtained from the analysis by mass-spring-dashpot and equivalent half space theory.
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Dynamic Response of Machine Foundation on Layered Soil: Cone Model Versus Experiments

TL;DR: In this article, the authors presented the experimental validation of analytical solution based on cone model for machine foundation vibration analysis on layered soil and found the impedance functions for a rigid massless circular foundation resting on a two layered soil system subjected to vertical harmonic excitation.
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Prediction of behaviour of a deep excavation in soft soil: a case study

TL;DR: In this paper, the nature of wall deformation and surface settlement for deep excavation in soft soil was studied, and numerical analysis was performed to predict the soil behaviour during excavation, and the most suitable excavation method was finalised.
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Residual sugarcane bagasse conversion in India: current status, technologies, and policies

TL;DR: In this article, the authors discuss applications of residual lignocellulosic sugarcane bagasse (RSB) in Indian industries for electricity generation, concrete manufacturing from RSB ash, nanocomposite production, as well as pulp and paper, furfural and furfuryl alcohol, bioethanol, and value added chemical production.
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Elastic-plastic deformation of molybdenum single crystals shocked along [100]

TL;DR: In this paper, the elastic-plastic deformation response of shock-compressed molybdenum (Mo) single crystal samples were shocked along the [100] crystallographic orientation to an elastic impact stress of 12.5