Laboratory investigation on rheological properties of greenschist considering anisotropy under multi-stage compressive creep condition

Author:

Wu Chuangzhou,Chen Qingsheng,Basack Sudip,Karekal Shivakumar

Funder

National Natural Science Foundation of China

State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining & Technology

Publisher

Elsevier BV

Subject

Geology

Reference28 articles.

1. An internal variable model for the creep of rocksalt;Aubertin;Rock Mech. Rock Eng.,1991

2. A damage model for rocksalt: application to tertiary creep;Aubertin,1993

3. Time dependent deformations in squeezing tunnels;Barla;ISSMGE Int. J. Geoeng. Case Hist.,2010

4. Stone column stabilized soft soil performance influenced by clogging and lateral deformation: laboratory and numerical evaluation;Basack;Int. J. GeoMech.,2018

5. Deformation patterns and structural vergence in brittle–ductile thrust wedges: an additional analogue modelling perspective;Bonini;J. Struct. Geol.,2007

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