砂卵石地层高速公路隧道设计与施工技术

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作　者：	路军富，简鹏，刘大刚，姜柏宇
出版社：	四川大学出版社
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标　签：	暂缺

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ISBN：	9787569032659	出版时间：	2020-03-01	包装：	平装
开本：	32开	页数：	289	字数：

内容简介

　　《砂卵石地层公路隧道围岩力学行为》主要对砂卵石地层公路隧道设计及施工关键技术讲解，主要包括：砂卵石地层与隧道结构相互作用机理，砂卵石地层隧道设计关键技术，砂卵石地层隧道施工关键技术。将为砂卵石地层隧道的精细化设计、施工和维修养护，提供重要的参考依据和指导，具有重要理论意义和工程实用价值，应用前景广阔。

作者简介

　　刘大刚（LIU Dagang），doctor of engineering， associate professor and master supervisor of Southwest Jiaotong Uruversity， mainly engaged in the research of tunnel and underground engineering. In recent years， he has presided over more than 50 scientific research projects， won more than 20 scientific and technological awards， published more than 80 papers，participated in the compilation of 3 norms / regulations and 5 academic monographs.姜柏宇（JIANG Baiyu），bornin Neijiang， Sichuan Province in 1991，graduated from Environment and Civil Engineering School， Chengdu Uruversity of Technology， China in 2018， is a Ph.D. student at the Rutgers University， and participated in NSFC project "The nucro-parameter calculation method of the discrete element method of the surrounding rock of the tunnel sand.

图书目录

Chapter 1 Introduction
1．1 Research Status of Sand-pebb|e Soil's Mechanical Properties
1．2 The Research Status of the Mechanical Behaviors of Sand- pebble Surrounding Rock
1．3 Research Status of Granular Matter Mechanics
Chapter 2 Macroscopic and Microscopic Mechanical Properties of Sand-pebble Surrounding Rock of Tunnels
2．1 The Macroscopic Properties of Sand-pebble Soil
2．2 Analysis on the Influence of Mesoscopic Parameter of Discrete Element on Sand-pebble Macroscopic Mechanical Properties
2．3 Mesoscopic Physical Mechanical Parameters of Discrete Element of Sand-pebble Surrounding Rock
Chapter 3 Deformation Failure Characteristics of Road-tunnel Surrounding Rock in Sand-pebble Strata
3．1 The Collapse Failure Mechanism of the Tunnel of Sand-pebble Surrounding Rock
3．2 Tunnel-excavation Earth Surface Sedimentation Rules of Sand-pebble Strata with Different Working Conditions
3．3 Deformation Rules of Sand-pebble-strata Deep-buried Tunnel with Different Moisture Contents
Chapter 4 The Interaction Mechanism of Sand-pebble-tunnel Surrounding Rock and Supporting Structures
4．1 Macroscopic and Mesoscopic Characteristics of Sand-pebble Surrounding Rock in Tunnels
4．2 The Research on the Calculation Modes of Sand-pebble Surrounding Rock Loads
4．3 Mechanical Behavior Research on Sand-pebble Granary Effect
4．4 The Research on the Mechanical Behavior of Sand-pebble Surrounding Rock Tunnels
Reference