| 作 者： | 洪义 |
| 出版社： | 浙江大学出版社 |
| 丛编项： | 中国科技进展丛书 |
| 版权说明： | 本书为出版图书，暂不支持在线阅读，请支持正版图书 |
| 标 签： | 建筑 建筑科学 通论/工具书 |
| ISBN | 出版时间 | 包装 | 开本 | 页数 | 字数 |
|---|---|---|---|---|---|
| 未知 | 暂无 | 暂无 | 未知 | 0 | 暂无 |
Introduction
1.1 Background
1.2 Objectives
1.3 Book Outline
References
Literature Review
2 1 Introduction
2.2 Ground Deformation Due to Excavation
2.3 Soil-Structure Interaction of Multi-Propped Excavation
2.4 Excavation Base Instability Due to Hydraulic Uplift
2.5 Techniques for Simulation of Multi-Propped Excavation in Centrifuge
2.6 Summary
References
Field Investigation of Multi-Propped Excavation in Soft Clay
3.1 Introduction
3.2 The Site
3.3 Instrumentation
3.4 Ground Deformation and Soil-Structure Interaction at Panel 4
3.5 Summary and Conclusions
References
4 Numerical Analyses of Multi-Propped Excavation in Soft Clay
4.1 Introduction
4.2 Finite Element Analysis
4.3 Comparison of Measured and Computed Results
4.4 Summary and Conclusions
References
5 Dimensional Analysis of Excavation in Clay Subjected to Hydraulic Uplift
5.1 Introduction
5.2 Variables Affecting Basal Resistance Against Hydraulic Uplift
5.3 Dimensional Analysis
5.4 Key Dimensionless Groups for This Study.
References
6 Centrifuge Modelling of Multi-Propped Excavation in Clay Destabilised by Hydraulic Uplift
6.1 Introduction
6.2 Principles and Scaling Laws
6.3 Limitations of Centrifuge Modelling
6.4 Test Program and Objectives
6.5 Model Package
6.6 Model Preparation and Characterisation of Undrained Shear Strength of Clay
6.7 Instrumentation
6.8 Test Procedure
References
7 Finite Element Analyses: For Back-Analysis and Parametric Study
7.1 Introduction
7.2 Back-Analyses of Centrifuge Tests
7.3 Numerical Parametric Study
References
8 Interpretations of Measured and Back-Analysed Results of Centrifuge Tests
8.1 Introduction
8.2 Interpretation of Measured and Computed Results
8.3 Improved Understanding from Numerical Back-Analysis
8.4 Numerical Parametric Study on Embedment Depth of Piles
8.5 Summary and Conclusions
References
9 Numerical Parametric Study
9.1 Introduction
9.2 Numerical Parametric Study
9.3 Results of Numerical Parametric Study
9.4 An Alternative Method for Base Stabilisation
9.5 Summary and Conclusions
References
10 Conclusions and Future Work
10.1 Summary of This Research
10.2 Ground Deformation of Multi-Propped Excavation in Soft Clay
10.3 Soil-Structure Interaction of Multi-Propped Excavation in Soft Clay
10.4 Excavation Base Instability Associated with Hydraulic Uplift
10.5 Recommendations for Further Work
References
Index
