Shear Resistance Variations in Experimentally Sheared Mudstone Granules: A Possible Shear‐Thinning and Thixotropic Mechanism-Reference-Cited by-同舟云学术

Shear Resistance Variations in Experimentally Sheared Mudstone Granules: A Possible Shear‐Thinning and Thixotropic Mechanism

Author:

Hu Wei¹,Xu Qiang¹,Wang Gonghui²^ORCID,Scaringi Gianvito¹^ORCID,Mcsaveney Mauri³^ORCID,Hicher Pierre‐Yves⁴

Affiliation:

1. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection Chengdu University of Technology Chengdu China

2. Disaster Prevention Research Institute Kyoto University Kyoto Japan

3. GNS Science Lower Hutt New Zealand

4. LUNAM University, Ecole Centrale de Nantes, CNRS, UMR 6183, GeM Nantes France

Funder

National Science Fund for Distinguished Young Scholars of China

National Basic Research Program of China: National fundamental scientific research

Funds for creative research groups of China

Publisher

American Geophysical Union (AGU)

Subject

General Earth and Planetary Sciences,Geophysics

Link

Reference58 articles.

1. Evolution of shear‐zone structure in undrained ring‐shear tests;Agung M. W.;Landslides,2004

5. Monotonic fast residual strength of clay soils;Carrubba P.;Italian Geotechnical Journal,2006

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