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内容大纲
本教材基于作者的研究，融入了最新的行业规范、工程案例及相关数值模拟。本教材侧重于地下结构设计的基本概念和理论，除绪论外，主要包括弹性梁地基理论、地下结构力学计算方法理论，以及浅埋地下结构、地下连续墙、盾构隧道结构、地铁连接通道、沉井结构、沉管和顶管结构的设计理论。另外，本教材还包括地下结构的可靠度理论和地下结构的数值分析理论。
本教材适用于土木工程、城市地下空间工程、公路工程、铁路工程、桥梁与隧道工程、水利水电工程等专业的研究生和本科生。 -
作者介绍
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目录
Chapter 1 Introduction
1.1 Prospect of the underground space
1.2 Concept, classification and forms of the underground structures
1.2.1 Concept of the underground structures
1.2.2 Classification of the underground structures
1.2.3 Forms of the underground structures
1.3 Characteristics of the underground structures
1.3.1 Engineering characteristics of the underground structures
1.3.2 Design features of the underground structures
1.4 Design program and content of the underground structures
1.4.1 Design program
1.4.2 Design content
1.4.3 Principle of calculation
1.5 Challenges of the underground structures
1.6 Summary
Problems
Chapter 2 Loads of the Underground Structures
2.1 Load Type, combination and determining method
2.1.1 Load type
2.1.2 Load combination
2.1.3 Load determination method
2.2 Computation of rock and soil pressure
2.2.1 Calculation of earth pressure
2.2.2 Calculation of surrounding rock pressure
2.3 Initial crustal stress, release load and excavation effect
2.3.1 Determination of the initial crustal stress
2.3.2 Calculation of the release load
2.4 Elastic resistance of the stratum
2.5 Structural self-weight and other loads
2.6 Summary
Problems
Chapter 3 Theory of the Elastic Foundation Beam
3.1 Introduction
3.1.1 Characteristics of the elastic foundation beam
3.1.2 Types of the elastic foundation beam
3.2 Calculation of the elastic foundation beam by Winkler's assumption
3.2.1 Basic assumptions
3.2.2 Basic equations of the elastic foundation beam based on Winkler's assumption
3.2.3 Computation of the short beam based on Winkler's assumption
3.2.4 Computation of the long beam based on Winkler's assumption
3.2.5 Computation of the rigid beam based on Winkler's assumption
3.3 Computation of the foundation beam based on the elastic semi-infinite plane body
3.3.1 Basic assumptions
3.3.2 Basic equation of the foundation beam based on the assumption of the foundation being elastic semi-infnite plane body
3.3.3 Use of the tables
3.4 Summary
Problems
Chapter 4 Theory of the Mechanical Calculation Methods for Underground Structures
4.1 Introduction
4.1.1 Design methods for the underground structures
4.1.2 Design models for the underground structure
4.2 Load-structure method
4.2.1 The design principle
4.2.2 The calculation principle
4.3 Stratum-structure method
4.3.1 The design principle
4.3.2 Calculation of the initial ground stress
4.3.3 The constitutive model
4.3.4 The unit mode
4.3.5 Simulation of construction process
4.4 Example
4.5 Summary
Problems
Chapter 5 Theory of the Design for Shallow-Buried Structures
5.1 Introduction
5.1.1 The vault straight wall structure
5.1.2 The rectangle framework
5.1.3 The beam-slab structure
5.2 Calculation of the rectangle framework
5.2.1 Load calculation
5.2.2 Internal force calculation
5.2.3 Anti-floating checking
5.3 Section design
5.4 Structural requirement
5.4.1 Form of the reinforcement
……
Chapter 6 Theory of the Design for Underground Continuous Walls
Chapter 7 Theory of the Design for Shield Tunnel Structures
Chapter 8 Theory of the Artificial Freezing for Subwayo By-passes
Chapter 9 Theory of the Design for Open Caisson Structures
Chapter 10 Theory of the Design for Immersed Tube Structures
Chapter 11 Theory of the Design for Pipe Jacking Structures
Chapter 12 Reliability Theory for the Underground Structures
Chapter 13 Theory of the Numerical Analysis for Underground Structures
Appendix A Tables for calculating the elastic foundation beam
References
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