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ANALYSIS OF TYPICAL CASES IN GEOTECHNICAL ENGINE
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  • 配送范围:
    浙江省内
  • ISBN:
    9787502498290
  • 作      者:
    杜岩,谢谟文,蒋宇静,李博,张学朋,李恒
  • 出 版 社 :
    冶金工业出版社
  • 出版日期:
    2024-05-01
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内容介绍
本教材介绍了最新的国内外岩土工程方向典型工程案例,并开展相关最新科研理论、试验与工程案例分析介绍。结合土木工程专业课程体系与人才培养方案,按照国际通用华盛顿培养体系,通过引入国内外先进的理论方法与相关典型工程案例分析,引导学生开拓创新。通过最新的典型案例与科研课题训练,激发学生浓厚的科研兴趣与学习的主观能动性,有利于高等院校培养土木工程专业应用型人才。
教材以最新的岩土工程典型案例与前沿课题为主要内容,知识点新颖,适用于土木类专业创新创业类课程与创新人才培养;典型案例多为力学、地质学、土木工程专业交叉课题,适用于土木类、地质学等相关专业课程;知识点新颖,难易适中,适用于高年级本科生、低年级硕士研究生以及博士研究生相关课程。
本书可以作为岩土工程勘察、工程地质学等本科生课程的辅助用书,也可以作为开设岩土工程相关研究生课程的辅助用书。
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目录
Chapter 1 Introduction
Chapter 2 Ground Geotechnical Engineering Disasters
2.1 Introduction
2.1.1 Hazard Recognition
2.1.2 Rating the Hazard and the Risk
2.1.3 Elements of Slope Stability
2.2 Slope Failure Form Characteristics
2.2.1 Creep
2.2.2 Falls
2.2.3 Planar Slides in Rock Masses
2.2.4 Rotational Slides in Rock
2.2.5 Rotational Slides in Soils
2.2.6 Lateral Spreading and Progressive Failure
2.2.7 Debris Slides
2.2.8 Debris Avalanches
2.2.9 Debris Flows
2.2.10 Rock-Fragment Flows
2.2.11 Soil and Mud Flows
2.2.12 Offshore Failures
2.3 Assessment of Slopes
2.3.1 General
2.3.2 Soil and Mud Flows
2.3.3 Slope Characteristics
2.3.4 Weather Factors
2.3.5 Hazard Maps and Risk Assessment
2.4 Treatment of Slopes
2.4.1 General Concepts
2.4.2 Changing Slope Geometry
2.4.3 Surface Water Control
2.4.4 Internal Seepage Control
2.4.5 Side-Hill Fills
2.4.6 Retention
2.5 Investigation: A Review
2.5.1 General
2.5.2 Regional and Total Slope Studies
2.5.3 Detailed Study of Cut, Fill, or Failure Area
2.5.4 Case Study
2.5.5 Instrumentation and Monitoring
2.6 References
2.7 Further Reading
Chapter 3 Reservoir Landslide
3.1 Analysis of Typical Cases of Translational Landslides
3.1.1 Introduction
3.1.2 Mechanism Analysis
3.1.3 Case
3.1.4 Discussion
3.2 Early Warning of Landslide in Reservoir Area
3.2.1 Introduction
3.2.2 Method
3.2.3 Case
3.2.4 Discussion
3.3 Prediction of Reservoir Landslide
3.3.1 Introduction
3.3.2 Method
3.3.3 Case
3.3.4 Discussion
3.4 Stability Trends of Jinpingzi Landslide
3.4.1 Introduction
3.4.2 Internal Damage Analysis
3.4.3 Numerical Simulation
3.4.4 Comparative Analysis of Simulation Results
3.5 References
Chapter 4 Study on Vibration Test of Unstable Rock Mass
4.1 Frozen-Thawing Test
4.1.1 Introduction
4.1.2 Methods
4.1.3 Experiments and Results
4.1.4 Discussion
4.2 Early Warning of Unstable Rocks
4.2.1 Introduction
4.2.2 Results
4.2.3 Discussion
4.3 Quantitative Identification of Potential Landslide
4.3.1 Introduction
4.3.2 Double Safety Factor Method (DSFM)
4.3.3 Case
4.3.4 Discussion
4.4 Quantitative Identification of Unstable Rock
4.4.1 Introduetion
4.4.2 Methods
4.4.3 Case
4.4.4 Discussion
4.5 Hazardous Rock Block Stability Assessment
4.5.1 Introduction
4.5.2 Model
4.5.3 Determination of Vibration Feature Parameters
4.5.4 Assessment of the Stability Evolution Trend
4.5.5 Discussion
4.6 Calculation Method of Bonding Section
4.6.1 Introduction
4.6.2 Joint Rock Stability and Vibration Response
4.6.3 Test
4.7 Three-dimensional Stability Evaluation of Rock Mass
4.7.1 Introduction
4.7.2 Experiments
4.7.3 Discussion
4.8 Tilt Monitoring and Instability Prediction
4.8.1 Introduction
4.8.2 Monitoring Method
4.8.3 Laboratory Test
4.8.4 Case
4.8.5 Discussion
4.9 Constant Micromotion Characteristics of Rock Mass
4.9.1 Introduction
4.9.2 Laboratory Simulation Experiment
4.9.3 Discussion
4.10 References
Chapter 5 Application of InSAR in Geological Disasters
5.1 Early Landslide Detection
5.1.1 Introduction
5.1.2 Method
5.1.3 Case
5.1.4 Discussion
5.2 Landslide Location and Monitoring
5.2.1 Introduction
5.2.2 Case
5.2.3 Method
5.2.4 Error Analysis
5.2.5 Error Reduction
5.3 Slow-moving Landslide Monitoring
5.3.1 Data
5.3.2 Case
5.3.3 Discussion
5.4 Dynamic Susceptibility Mapping
5.4.1 Introduction
5.4.2 Method and Data
5.4.3 Case
5.4.4 Discussion
5
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