Numerical simulations of the failure process of anaclinal slope physical model and control mechanism of negative Poisson’s ratio cable-Reference-Cited by-同舟云学术

Numerical simulations of the failure process of anaclinal slope physical model and control mechanism of negative Poisson’s ratio cable

Published:2021-02-19 Issue:4 Volume:80 Page:3365-3380
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Zhu Chun,He Manchao,Karakus Murat,Zhang Xiaohu,Tao Zhigang^ORCID

Funder

Key Special Project of National Natural Science Foundation of China

Research and Development Project of Guizhou University of Engineering Science

Technology top talent support project of Guizhou Provincial Education Department

Fundamental Research Funds for the Central Universities

the open fund of Engineering Research Center of Development and Management for Low to Ultra-Low Permeability Oil & Gas Reservoirs in West China, Ministry of Education

the open fund of Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s10064-021-02148-y.pdf

Reference35 articles.

1. Adhikary DP, Dyskin AV, Jewell RJ (1996) Numerical modelling of the flexural deformation of foliated rock slopes. Int J Rock Mech Min Sci 33(6):595–606

2. Amini M, Sarfaraz H, Esmaeili K (2018) Stability analysis of slopes with a potential of slide-head-toppling failure. Int J Rock Mech Min Sci 112:108–121

3. Bowa VM, Xia YY (2018) Stability analyses of jointed rock slopes with counter-tilted failure surface subjected to block toppling failure mechanisms. Arab J Sci Eng 43(10):5315–5331

4. Castro R, Trueman R, Halim A (2007) A study of isolated draw zones in block caving mines by means of a large 3D physical model. Int J Rock Mech Min Sci 44(6):860–870

5. Chueasamat A, Hori T, Saito H, Sato T, Kohgo Y (2018) Experimental tests of slope failure due to rainfalls using 1g physical slope models. Soils Found 58(2):290–305

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