A cohesive discrete element based approach to characterizing the shear behavior of cohesive soil and clay-infilled rock joints

Author:

Saadat MahdiORCID,Taheri AbbasORCID

Funder

University of Adelaide

Monash University

PFC

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference71 articles.

1. Use of down-hole triaxial testing apparatus to estimate the mechanical properties of heterogeneous mudstone;Taheri;Int J Rock Mech Min Sci.,2008

2. Developing of an apparatus for down-hole triaxial tests in a rock mass;Taheri;Int J Rock Mech Min Sci.,2008

3. Shear behaviour of idealized inflled joints under constant normal stiffness;Indraranta;Geotechnique,1999

4. Critical review on shear strength models for soil-infilled joints;Oliveira;Geomech Geoeng,2009

5. Shear behaviour of normally consolidated and overconsolidated infilled rock joints under undrained triaxial conditions;Mylvaganam,2007

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