Anuradha Khetwal

Dr. Anuradha Khetwal

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Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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28 August 2017 in Geotechnical and Geological Engineering
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Journal Article
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SMSunita Mishra
Sunita Mishra
HMHemant Meena
Hemant Meena
VPVedant Parashar
Vedant Parashar
AKAnuradha Khetwal
Anuradha Khetwal
TCTanusree Chakraborty
Tanusree Chakraborty
MSManjit Singh
Manjit Singh

10 September 2018 in Rock Mechanics and Rock Engineering
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Journal Article
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SMSunita Mishra
Sunita Mishra
AKAnuradha Khetwal
Anuradha Khetwal
TCTanusree Chakraborty
Tanusree Chakraborty

1 May 2019 in Tunnelling and Underground Space Technology
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Journal Article
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OFOmid Frough
Omid Frough
AKAnuradha Khetwal
Anuradha Khetwal
JRJamal Rostami
Jamal Rostami

25 July 2019 in Journal of Testing and Evaluation
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Journal Article
Closed access
SMSunita Mishra
Sunita Mishra
AKAnuradha Khetwal
Anuradha Khetwal
TCTanusree Chakraborty
Tanusree Chakraborty
The present study aims to investigate the physical, petrological, and mechanical properties of ten different types of rocks in the Indian subcontinent, required for the design of structures built in rocks. A comparative assessment is done for the stress-strain response of all the rocks collected under three main categories, e.g., igneous, sedimentary, and metamorphic. The physical properties, e.g., densities and slake durability indices, are determined. The peterological tests are carried out by scanning electron microscope and the X-ray diffraction technique. Mechanical properties, e.g., hardness, uniaxial compressive strength, elastic modulus, and Poisson’s ratio, of the 10 different types of rocks are obtained through static loading at a strain rate of 0.001/s. Lastly, various correlation equations are proposed relating the uniaxial compressive strength, density, elastic modulus, and hardness of the 10 rocks. And the rocks are classified based on the Deere-Miller rock mass classification system.

21 June 2021 in Acta Geotechnica
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Journal Article
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AKAnuradha Khetwal
Anuradha Khetwal
JRJ. Rostami
J. Rostami
PNP. P. Nelson
P. P. Nelson

17 April 2019
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Book Chapter
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AKAnuradha Khetwal
Anuradha Khetwal
JRJ. Rostami
J. Rostami
OFO. Frough
O. Frough
Tunnel Boring Machine (TBM) is one of the most efficient methods for underground excavation. The estimation of the performance of TBM requires accounting for a large number of factors like geology, machine design and configuration, and operations. Simulation of tunnel activities considering TBM to be a tunneling factory can be a reliable method for estimation of TBM utilization factor. The subsurface geotechnical conditions that control machine penetration rate and muck transportation system are the two most important technical factors affecting the overall performance of the machine in a routine operation. This paper focuses on establishing the impact of geology on the muck transportation system to observe the interdependence between TBM penetration rate and transportation delays. The muck haulage system should be designed to incorporate the changes in the excavation rate in different geology to minimize related delays. The simulations were performed using discrete event simulation software, ARENA, where various tunnel activities were modeled in their relevant sequence with varying geological conditions. The simulation accounts for the number of trains and addition of California switch to examine the impact of the setting on transportation-related delays in various formations.