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Dr. Viswanath P.

Assistant Professor, Department of Civil Engineering, School of Engineering, Coimbatore

Qualification: Ph.D
@amrita.edu

Bio

Dr. Viswanath P. currently Serves as Assistant Professor at the Department of Civil Engineering, School of Engineering, Amrita Vishwa Vidyapeetham, Coimbatore. He did his PhD from IIT Kanpur in Geotechnical specialization. He has his Postdoctoral experience from IIT Gandhinagar. He completed masters from NIT Warangal.

Publications

Journal Article

Year : 2022

A DEM study on microstructural behaviour of soluble granular materials subjected to chemo-mechanical loading

Cite this Research Publication : Alam, M., Parol, V. and Das, A., "A DEM study on microstructural behaviour of soluble granular materials subjected to chemo-mechanical loading", Geomechanics for Energy and the Environment, Vol. 32, p. 100390, DOI: https://doi.org/10.1016/j.gete.2022.100390 (2022)

Publisher : Elsevier

Year : 2022

Evolution of earth pressure coefficient of sand undergoing varying rate of dissolution

Cite this Research Publication : Viswanath, P., Das, A., and Buscarnera, G., "Evolution of earth pressure coefficient of sand undergoing varying rate of dissolution," Géotechnique Letters, 12(1), pp. 74-79, DOI: https://doi.org/10.1680/jgele.21.00042. (2022).

Publisher : ICE Publishing

Year : 2020

Stiffness degradation in granular materials due to chemical dissolution

Cite this Research Publication : Viswanath, P., and Das, A., "Stiffness degradation in granular materials due to chemical dissolution," Géotechnique Letters, 10(2), June, 2020, pp. 88-94. DOI: https://doi.org/10.1680/jgele.19.00020

Publisher : ICE Publishing

Year : 2019

Modelling the response of chemically degraded carbonate sands

Cite this Research Publication : Parol Viswanath, and Arghya Das, "Modelling the response of chemically degraded carbonate sands," Geomechanics and Geoengineering, Taylor & Francis, 14(4), 245–261. DOI: https://doi.org/10.1080/17486025.2019.1587178 (2019).

Publisher : Taylor & Francis

Conference Paper

Year : 2022

Liquefaction Instability Analysis using Extended Mohr-Coulomb Model under Axisymmetric Conditions

Cite this Research Publication : Sharma, S.,Viswanath, P., and Prashant, A., "Liquefaction Instability Analysis using Extended Mohr-Coulomb Model under Axisymmetric Conditions," International Conference of the International Association for Computer Methods and Advances in Geomechanics, Challenges and Innovations in Geomechanics, Torino, Italy, Springer, (2022).

Publisher : Springer

Year : 2021

Exploring chemo-mechanics of granular material using DEM

Cite this Research Publication : Viswanath, P., and Das, A., "Exploring chemo-mechanics of granular material using DEM,"  EPJ Web of Conferences, Powders & Grains 2021 – 9th International Conference on Micromechanics on Granular Media, (M. A. Aguirre, S. Luding, L. A. Pugnaloni, and R. Soto, eds.), Buenos Aires, 249, 14013. (2021)

Publisher : EPJ Web of Conferences

Year : 2020

Behavioural Study on Geomaterial Undergoing Chemo-Mechanical Degradation

Cite this Research Publication : Viswanath, P., and Das, A., "Behavioural Study on Geomaterial Undergoing Chemo-Mechanical Degradation," In: Prashant, A., Sachan, A., Desai, C. (eds) Advances in Computer Methods and Geomechanics . Lecture Notes in Civil Engineering, vol 55. Springer, Singapore. DOI: https://doi.org/10.1007/978-981-15-0886-8_25. (2020)

Publisher : Springer

Year : 2019

Modelling Chemo-Mechanics of Reactive Granular Materials

Cite this Research Publication : Viswanath, P. and Das, A., "Modelling Chemo-Mechanics of Reactive Granular Materials," EMI and GI Specialty Conference, California, (2019). 

Year : 2017

Effects of Particle Dissolution on the Constitutive Response of Granular Materials

Cite this Research Publication : P. Viswanath and Arghya Das, "Effects of Particle Dissolution on the Constitutive Response of Granular Materials," Sixth Biot Conference on Poromechanics, V. Matthieu, P. Dangla, J.-M. Pereira, and S. Ghabezloo, eds., American Society of Civil Engineers, Reston, VA, 732 - 739. (2017).

Year : 2016

A Study On Particle Dissolution And Shear Strength Of Reactive Granular Materials

Cite this Research Publication : Viswanath, P., and Das, A. (2016). “A Study On Particle Dissolution And Shear Strength Of Reactive Granular Materials.” IGS Bangalore chapter, 1–8.

Research

Research Area

The broad spectrum of research are behaviour of Granular soils, Model testing, Constitutive modelling, Discrete Element Modelling, Reliability analysis, Geo-environmental problems and Sustainability through LCA and LCEA from geotechnical point of view. Granular soil behaviour has direct correlation with particle arrangement and their contact force chain distribution. Hence the macro response can be observed through model testing considering the corresponding natural conditions. But experimental investigations are not always feasible, hence one has to utilize constitutive models for predicting the mechanical behaviours in different conditions. However certain challenges has to be explored microscopically giving adequate importance to particle contacts, which can be carried out using Discrete element modelling. Geo-environmental problems hasgained ultimate importance as humanity is striving for a sustainable world. Hence it is critical to analyse and quantify geo-environmental problems and their Impacts. Geo-structures are designed with strength and stability conditions alone. It is high time to bring in the sustainable aspects to their designs. This can only be possible by quantifying the environmental impacts and minimizing them by analysis using LCA or LCEA

Research Talks

  1. Resource person for FDP conducted by APJKTU on topic “Sustainable Developments and Practices in Geotechnical and Geoenvironmental Engineering”, September 2022.
  2. Research talk on “Behavior of Granular Material”, in IIT Gandhinagar, January 2022.
Consultancy Work
  • Vetting/Proof-checking of structural and geotechnical analysis of drawings of two bridges in Nilgiris district (2023)
  • Geotechnical consultancy for sites near Coimbatore (2 completed)
Project
  • Investigation on the structural and drainage behaviour of ICBP using coir geotextiles as interface layer (Co-PI, 43 Lakhs project funded by Coir Board, Ministry of MSME, Government of India)
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