Spatial Topology Identification of Three-Dimensional Complex Block System of Rock Masses-Reference-Cited by-同舟云学术

Spatial Topology Identification of Three-Dimensional Complex Block System of Rock Masses

Published:2019-12 Issue:12 Volume:19 Page:04019127
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Fu Xiaodong¹,Sheng Qian²,Wang Liwei³,Chen Jian⁴,Zhang Zhenping⁵,Du Yuxiang⁵,Du Wenjie⁶

Affiliation:

1. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Associate Professor, School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, China (corresponding author).

2. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Professor, School of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, China.

3. Master Degree Candidate, School of Architecture and Civil Engineering, Shenyang Univ. of Technology, Shenyang 110870, China.

4. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

5. Doctoral Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

6. Master Degree Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001522

Reference52 articles.

1. Joint spacing distributions from oriented core data

2. Numerical modeling of discontinuous rock slopes utilizing the 3DDGM (three-dimensional discontinuity geometrical modeling) method

3. A new algorithm for contact detection between convex polygonal and polyhedral particles in the discrete element method

4. Formulation of a three-dimensional distinct element model—Part I. A scheme to detect and represent contacts in a system composed of many polyhedral blocks

5. A discrete numerical model for granular assemblies

Cited by 12 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

1. An open-source MATLAB toolbox for 3D block cutting and 3D mesh cutting in geotechnical engineering;Advances in Engineering Software;2024-11

2. Do small block treatments matter in block identification for rock block system mechanical analysis?;Computers and Geotechnics;2024-08

3. Study on automatic lithology identification based on convolutional neural network and deep transfer learning;Discover Applied Sciences;2024-06-12

4. Mechanical properties and risk characterization of surrounding rocks containing various blocks of arch-shaped holes under biaxial compression;Engineering Failure Analysis;2024-04

5. A precise modeling method of three‐dimensional discrete fracture network based on rectangular joint model;International Journal for Numerical and Analytical Methods in Geomechanics;2024-01-31