Influence of Spatial Variability on the Uniaxial Compressive Responses of Rock Pillar Based on 3D Random Field-Reference-Cited by-同舟云学术

Influence of Spatial Variability on the Uniaxial Compressive Responses of Rock Pillar Based on 3D Random Field

Published:2021-09 Issue:3 Volume:7 Page:04021035
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Chen Fuyong¹,Zhang Wengang²

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., No. 83. Shabei St., Shapingba District, Chongqing 400045, China.

2. Professor, School of Civil Engineering, Chongqing Univ., No. 83. Shabei St., Shapingba District, Chongqing 400045, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

Reference54 articles.

3. Brady, B. H. G., and E. Brown. 2004. Rock mechanics for underground mining. New York: Kluwer Academic Publishers.

Cited by 13 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献