2013
DOI: 10.1016/j.enggeo.2013.02.005
|View full text |Cite
|
Sign up to set email alerts
|

Coupled multiphase flow and elasto-plastic modelling of in-situ gas injection experiments in saturated claystone (Mont Terri Rock Laboratory)

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
5

Citation Types

1
18
0

Year Published

2015
2015
2023
2023

Publication Types

Select...
7
1
1

Relationship

0
9

Authors

Journals

citations
Cited by 45 publications
(19 citation statements)
references
References 11 publications
1
18
0
Order By: Relevance
“…During the long-term operation of a deep geological repository for disposal of high-level nuclear waste, a large amount of gas will be produced by anaerobic corrosion of metals, radiolysis of water and microbial degradation of organic materials. Profound understanding of gas migration mechanism in buffer/backfill materials with ultra-low permeability is obligatory for safety assessment of the deep geological repository (Xu et al, 2013;Ye et al, 2014;Liu et al, 2015;Vishal et al, 2015c). Therefore, determination of gas permeability of geo-materials, especially for those with low or ultra-low permeability, is of great theoretical and practical importance.…”
Section: Introductionmentioning
confidence: 97%
“…During the long-term operation of a deep geological repository for disposal of high-level nuclear waste, a large amount of gas will be produced by anaerobic corrosion of metals, radiolysis of water and microbial degradation of organic materials. Profound understanding of gas migration mechanism in buffer/backfill materials with ultra-low permeability is obligatory for safety assessment of the deep geological repository (Xu et al, 2013;Ye et al, 2014;Liu et al, 2015;Vishal et al, 2015c). Therefore, determination of gas permeability of geo-materials, especially for those with low or ultra-low permeability, is of great theoretical and practical importance.…”
Section: Introductionmentioning
confidence: 97%
“…In most cases, Finite Element Method (FEM) two-phase Hydro-Mechanical (HM) models are used (e.g. Alonso et al, 2006;Olivella and Alonso, 2008;Arnedo et al, 2008Arnedo et al, , 2013Gerard et al, 2014;Gonzalez-Blanco et al, 2016;Damians et al, 2020;Xu et al, 2013;Guo and Fall, 2018;Dagher et al, 2019;Yang et al, 2020). In these models, the porosity, the intrinsic permeability and/or the gas-entry value are not constant but evolving with the material strain state (Alonso et al, 2006;Olivella and Alonso, 2008;Arnedo et al, 2008Arnedo et al, , 2013Gerard et al, 2014;Gonzalez-Blanco et al, 2016;Damians et al, 2020;Xu et al, 2013;Dagher et al, 2019;Yang et al, 2020) or the gas pressure (Xu et al, 2013).…”
Section: Introductionmentioning
confidence: 99%
“…Alonso et al, 2006;Olivella and Alonso, 2008;Arnedo et al, 2008Arnedo et al, , 2013Gerard et al, 2014;Gonzalez-Blanco et al, 2016;Damians et al, 2020;Xu et al, 2013;Guo and Fall, 2018;Dagher et al, 2019;Yang et al, 2020). In these models, the porosity, the intrinsic permeability and/or the gas-entry value are not constant but evolving with the material strain state (Alonso et al, 2006;Olivella and Alonso, 2008;Arnedo et al, 2008Arnedo et al, , 2013Gerard et al, 2014;Gonzalez-Blanco et al, 2016;Damians et al, 2020;Xu et al, 2013;Dagher et al, 2019;Yang et al, 2020) or the gas pressure (Xu et al, 2013). The expressions governing these evolutions are proposed empirically (Dagher et al, 2019;Xu et al, 2013) or are derived from assumptions regarding the presence of discontinuities in the material matrix (Alonso et al, 2006;Olivella and Alonso, 2008;Arnedo et al, 2008Arnedo et al, , 2013Gerard et al, 2014;Gonzalez-Blanco et al, 2016;Damians et al, 2020;Yang et al, 2020).…”
Section: Introductionmentioning
confidence: 99%
“…The numerical method for geomaterial has been greatly developed with the progress of modern computational mechanics (Rabczuk and Areias, 2006;Xu et al, 2013;Zhuang et al, 2014aZhuang et al, , 2014bWu et al, 2014). The modeling approaches for undrained triaxial compression test of soil can be generally divided into two classes (Shafipour and Soroush, 2008): (1) Constant volume method.…”
Section: Introductionmentioning
confidence: 99%