Theoretical Solution for Stress and Strain Distributions Induced by Generalized Elastic Constant Variation in Rock Mass

Author:

Liu Kai1,Zhang Huijian2,Yuan Peng3ORCID,Xiao Linfa4

Affiliation:

1. State Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure, East China Jiaotong Univ., Nanchang, Jiangxi 330013, China; Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA.

2. Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

3. State Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure, East China Jiaotong Univ., Nanchang, Jiangxi 330013, China; Institute for Risk and Reliability, Leibniz Universität Hannover, Callinstr. 34, 30167 Hannover, Germany (corresponding author). ORCID: .

4. School of Transportation Engineering, East China Jiaotong Univ., Nanchang, Jiangxi 330013, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference48 articles.

1. ABAQUS. 2013. ABAQUS user’s manual. Version 6.13-EF. Providence, RI: Hibbitt, Karlsson & Sorensen, Inc.

2. Nonlinear analysis of viscoelastic micro-composite beam with geometrical imperfection using FEM: MSGT electro-magneto-elastic bending, buckling and vibration solutions;Alimirzaei S.;Struct. Eng. Mech.,2019

3. Aydan, O. 2017. Time-dependency in rock mechanics and rock engineering. London: CRC Press.

4. Numerical Solution of Single Pile Subjected to Torsional Cyclic Load

5. Stress-strain characteristics as a source of information on the destruction of rocks under the influence of load;Bogusz A.;J. Sustainable Min.,2015

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