New Modified Model for Estimating the Peak Shear Strength of Rock Mass Containing Nonconsecutive Joint Based on a Simulated Experiment-Reference-Cited by-同舟云学术

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New Modified Model for Estimating the Peak Shear Strength of Rock Mass Containing Nonconsecutive Joint Based on a Simulated Experiment

Published:2020-07 Issue:7 Volume:20 Page:04020091
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hu Jie¹^ORCID,Li Shucai²,Liu Hongliang³,Li Liping²,Shi Shaoshuai²,Qin Chengshuai²

Affiliation:

1. Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China. ORCID: .

2. Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China.

3. Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001732

Reference26 articles.

1. Numerical Study of the Mechanical Behavior of Nonpersistent Jointed Rock Masses

2. The shear strength of rock joints in theory and practice

3. Strength of models of rock with intermittent joints;Brown E. T.;J. Soil. Mech. Found. Div.,1970

4. Shear Behavior of Rough Rock Joints Reinforced by Bolts

5. Numerical Study on Effect of Joint Strength Mobilization on Behavior of Rock Masses with Large Nonpersistent Joints under Uniaxial Compression

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3. Research on Acoustic Emission Characteristics and Crack Evolution during Rock Failure under Tensile and Tensile- and Compressive-Shear Stress States;Applied Sciences;2024-01-08

4. Experimental and Numerical Study of Joint Persistence Effect on the Non-persistent Jointed Rock Mass’ Tension Failure Behavior;Rock Mechanics and Rock Engineering;2023-09-21

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