《华东矿区井壁破坏特征与地下连续隔水帷幕的应用治理（英文版）》主要研究了深厚表土层中煤矿立井井壁破坏特征及治理方法，内容包括：对井壁破坏原因进行数值模拟分析，分析了含水层厚度与上覆土层厚度对井壁破裂位置的影响；分析了煤层开采对井壁的影响，并分析了采用地下连续墙对减少保护煤柱和增加煤炭开采率的可行性；对新型连续墙施工方法进行了试验和应用分析；提出了地下连续墙治理井壁破坏新方法，对其效果和应用范围进行了模拟分析，并制定了初步施工方法。
《华东矿区井壁破坏特征与地下连续隔水帷幕的应用治理（英文版）》可供高等院校矿业工程、岩土工程等专业的师生和工程技术人员参考使用。

Chapter 1 Introduction
1．1 Background
1．2 Literature Review
1．2．1 Shaft lining failure
1．2．2 Treatment methods for shaft lining failure
1．3 Problem Statement
1．4 Scope and Objective
1．5 Outline

Chapter 2 Failure Mechanism of Shaft Lining in Eastern Chinese Coal Mines
2．1 Introduction
2．2 Overview of Target Coal Mine and Condition of Shaft Lining Failure
2．3 Numerical Analysis on Shaft Lining Failure and Aquifer
2．3．1 Numerical analysis model
2．3．2 Strength factor
2．3．3 Results and discussion
2．4 Effect of Strata Thicknesses on Stability of Shaft lining
2．4．1 Numerical analysis model
2．4．2 Results and discussion
2．5 Summary

Chapter 3 Development of a New Method and Its Application for Reinforcement of Shaft Lining
3．1 Introduction
3．2 Underground Continuous Impervious Curtain
3．3 Development of Construction Technique
3．3．1 Introduction
3．3．2 Performance of CCC
3．4 Application of CCC to Construction of UCIC
3．4．1 Field application
3．4．2 Available case analysis
3．5 Concept of UCIC Construction
3．6 Summary

Chapter 4 Analysis of Underground Continuous Impervious Curtain for Shaft Lining Treatment
4．1 Introduction
4．2 Effect of UCIC Connectionless with Shaft Lining
4．2．1 Numerical analysis model
4．2．2 Results and discussion
4．3 Effect of UCIC Next to Shaft Lining
4．3．1 Numerical analysis model
4．3．2 Results and discussion
4．4 Influence of Ranges and Materials on Effect of UCIC
4．4．1 Model for numerical simulation
4．4．2 Results and analyses
4．5 Effect of UCIC during Dynamic Process of Pore Water Pressure
4．5．1 Introduction
4．5．2 Fundamental assumption
4．5．3 Influence of aquifer drainage
4．5．4 Effect of UCIC
4．6 Summary

Chapter 5 Influence of Coal Extraction Operation on Shaft Lining and Treatment by Using Underground Continuous Impervious Curtain
5．1 Introduction
5．2 Numerical Analysis Model
5．3 Results and Discussion
5．3．1 Effect of the vertical distance between aquifer and mining panel
5．3．2 Effect of the distance between shaft and the mining panel
5．3．3 Measures for preventing the effect of extraction of mining panel on the stability of shaft lining
5．3．4 Additional treatment of shaft lining
5．4 Summary

Chapter 6 Conclusions And Recommendations
6．1 Conclusions
6．2 Recommendations
Reference Documentation