Seismic Stability of Heterogeneous Slopes with Tensile Strength Cutoff Using Discrete-Kinematic Mechanism and a Pseudostatic Approach

Author:

Rao Pingping1,Ouyang Peihao2,Wu Jian3,Li Peinan4,Nimbalkar Sanjay5ORCID,Chen Qingsheng6

Affiliation:

1. Professor, School of Environment and Architect, Univ. of Shanghai for Science and Technology, Shanghai 200093, China.

2. Master’s Degree Candidate, School of Environment and Architect, Univ. of Shanghai for Science and Technology, Shanghai 200093, China (corresponding author).

3. Research Assistant, School of Environment and Architect, Univ. of Shanghai for Science and Technology, Shanghai 200093, China.

4. Associate Professor, College of Environmental Science and Engineering, Donghua Univ., Shanghai 201620, China.

5. Professor, School of Civil and Environmental Engineering, Univ. of Technology Sydney, 15 Broadway, Ultimo, NSW 2007, Australia. ORCID: .

6. Professor, Technology Research Center of Ecological Road Engineering, Hubei Univ. of Technology, Wuhan 430068, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference44 articles.

1. Influence of tension cut-off on the stability of anchored concrete soldier-pile walls in clay;Antäo A. N.;Can. Geotech. J.,2008

2. Tensile strength, tension cracks, and stability of slopes;Baker R.;Soils Found.,1981

3. Drained tension tests on London clay;Bishop A. W.;Géotechnique,1969

4. Earthquake-induced slope displacements in heterogeneous soils with tensile strength cut-off;Chen G.-H.;Comput. Geotech.,2020

5. Chen, W. F. 1975. Limit analysis and soil plasticity. Amsterdam, Netherlands: Elsevier.

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