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醉染图书岩石隧道离散单元模拟技术9787564337179
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Chapter 1 Introduction
1.1 Rock and Its Mechanical Behavior
1.2 Dynamic Loading and Dynamic Behavior of Rock Masses
1.3 Numerical Modeling in Rock Engineering
1.4 Challenges in Discrete Element Modeling of Explosion Problems
Chapter 2 Mechanical and Dynamic Behavior of Rock Masses
2.1 Overview of Rock Masses
2.2 Mechanical Behavior of Jointed Rock Masses
. Dynamic Response ofjointed Rock Masses
Chapter 3 Discrete Element Modeling
3.1 Review of Discrete Element Method
3.2 Comparison Between Continuum—based Method and DEM
3.3 The UDEC Code
3.4 Considerations in Dynamic Modeling by Using the UDEC
Chapter 4 Applications of UDEC for Static Problems
4.1 Application of UDEC in Rock Tunnel Support Evaluation
4.2 Application of UDEC in Modeling Hole—cutting in Deep Tunneling
4.3 Application of UDEC on Goaf Stability Under a Desert Expressway
4.4 Application of UDEC for Analysis of Large Rock Deformation
Chapter 5 Applications of UDEC for Rock Dynamic Problems
5.1 Mesh Distortion in Dynamic Modeling
5.2 Verification of UDEC in Modeling Wave Propagation Throu&nsp;Joints
5.3 Wave Transmission Across Multiple Joint Sets
Chapter 6 Applications of UDEC Blast Wave Throu&nsp;Rock Tunnels
6.1 Technology of Coupled UDEC and AUTODYN Modeling
6.2 An Example of using the Coupled Method
6.3 UDEC—AUTODYN Hybrid Modeling a Field Explosion Test
6.4 UDEC—AUTODYN Hybrid Modeling of a Large—Scale Underground Explosion Test
6.5 Numerical Study on Tunnel Damage Subject to Blast—induced Shock Wave in Jointed Rock Masses
Chapter 7 3DEC Modeling of Slope Stability at Norwich Part Mine
7.1 Introduction
7.2 Computational Model and Rock Properties
7.3 Modeling Cases and Results
7.4 Conclusions
Chapter 8 3DEC Modeling of Wave Propagation in Jointed Rock Masses
8.12D Equivalence of 3D Plane Wave Propagation Across a Single Joint and a Joint Set
8.2 Determination of Mesh Size
8.3 Verification on 2D Equivalence ofPlane Wave Propagation Across a Single Joint with 3DEC
8.4 Normally Incident P— and S—wave Across a Single Joint and a Joint Set
8.5 Obliquely Incident P—wave Across a Single Joint and a Joint Set
8.6 A Case Study
8.7 Discussion and Conclusions
Reference
陈寿根,西南交通大学土木工程学院地下工程系教授、博士生导师,交通隧道工程实验室骨干成员。1999年于新加坡南洋理工大学隧道与岩石学专业,获工学博士。曾在新加坡、挪威和澳大利亚从事隧道和岩石力学的研究工作,2006年回国工作。在离散单元法模拟技术和复杂地质/环境条件下的隧道施工技术方面取得了突出的研究成果,在国内外学术期刊和会议上发表260余篇,主持参与的科研成果获省部级科技进步奖13项,编写专著3部。
邓稀肥,博士,2007年于内蒙古科技大学交通工程专业,获士学,2007年9月-2013年7月就读于西南交通大学土木工程学院隧道与地下工程专业,获硕士和博士,2010年11月-2012年11月在瑞士联邦理工学院攻读联合培养博士。现任中铁四局集团有限公司不错,主要从事隧道及地下工程施工及技术创新工作。在离散单元法的工程应用技术方面研究成果突出,在国内外学术期刊和会议上发表10余篇。
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