洪義等著的《富含承壓水或淺層氣軟土地層中深
開挖誘發的變形及突湧災變機理研究》是國內外第一
本繫統介紹含承壓水的軟土地區基坑開挖穩定性研究
及工程對策學術專著。本書通過總結國內外的相關文
獻，開展量綱分析，三維流—固耦合分析，現場試驗
驗證，離心模型試驗驗證，對該課題作了深入研究和
討論。該書也是為數不多的同時運用幾種重要的研究
方法（量綱分析，流—固耦合分析，全尺度現場模型
試驗，土工離心模型試驗）來解決岩土工程問題的參
考書。適用於從事軟土地區深基坑工程的研究人員，
以及工程師。

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