Mechanical Responses and Damage Model of Anchored Jointed Rock Mass under Fatigue Shear Load

Author:

Li Yongqi1,Huang Da2ORCID

Affiliation:

1. Ph.D. Candidate, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, China.

2. Professor, School of Geology Engineering and Geomatics, Chang’an Univ., Xi’an 710064, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference61 articles.

1. A creep damage model for initially isotropic materials with different properties in tension and compression;Betten J.;Eng. Fract. Mech.,1998

2. Direct tensile behavior of limestone and sandstone with bedding planes at different strain rates;Cen D.;Rock Mech. Rock Eng.,2020

3. Cyclic and Fatigue Behaviour of Rock Materials: Review, Interpretation and Research Perspectives

4. Influence of recycled aggregate proportion on performance of recycled pervious concrete;Chen S.;Acta Mater. Compos. Sin.,2018

5. A new mechanical model for soft rock rheology;Chen Y.;Rock Soil Mech.,2003

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