The Impact of Shear Rate on the Mechanical Behavior of Rock Joints Under Multiple-Influencing Factors

Author:

He LiuORCID,Lu Xudong,Copeland Tim,Chen Jiannan,Yan Jiaxin,Zhao Wang

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference40 articles.

1. Amadei B, Saeb S (1990) Constitutive models of rock joints. In: International Symposium on Rock Joints. A.A. Balkema, Leon

2. Amadei B, Wibowo J, Sture S, Price RH (1998) Applicability of existing models to predict the behavior of replicas of natural fractures of welded tuff under different boundary conditions. Geotech Geol Eng 16(2):79–128

3. Asadi MS, Rasouli V, Barla G (2012) A bonded particle model simulation of shear strength and asperity degradation for rough rock fractures. Rock Mech Rock Eng 45(5SI):649–675

4. Asadizadeh M, Moosavi M, Hossaini MF, Masoumi H (2018) Shear strength and cracking process of non-persistent jointed rocks: an extensive experimental investigation. Rock Mech Rock Eng 51(2):415–428

5. Astm C (2005) 150 standard specification for Portland cement. American Society for Testing and Materials, West Conshohocken

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