Coupled hydromechanical model for evaluating the volume change and fluid permeation behavior of expansive clay smear in a fault upon interaction with CO2

Author:

War Kumbamutlang,Raveendran Gopika,Arnepalli Dali NaiduORCID

Funder

Science and Engineering Research Board

Department of Science and Technology, Ministry of Science and Technology, India

Publisher

Elsevier BV

Subject

Management, Monitoring, Policy and Law,Industrial and Manufacturing Engineering,General Energy,Pollution

Reference33 articles.

1. Swelling of clay minerals in unconsolidated porous media and its impact on permeability;Aksu;Geo. Res. J.,2015

2. Hydromechanical behaviour of compacted granular expansive mixtures: Experimental and constitutive study;Alonso;Geotechnique,2011

3. On sorption and swelling of CO2 in clays;Busch;Geomech. Geophys. Geo-Energy Geo-Res.,2016

4. Structural and geochemical characteristics of faulted sediments and inferences on the role of water in deformatiion, Rio Grande Rift, New Mexico;Caine;Bull. Geol. Soc. Am.,2009

5. Development of swelling strain in smectite clays through exposure to carbon dioxide;De Jong;Int. J. Greenhouse Gas Control,2014

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