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華東礦區(qū)井壁破壞特征與地下連續(xù)隔水帷幕的應用治理 版權信息
- ISBN：9787564637606
- 條形碼：9787564637606 ; 978-7-5646-3760-6
- 裝幀：一般膠版紙
- 冊數(shù)：暫無
- 重量：暫無
- 所屬分類：>
華東礦區(qū)井壁破壞特征與地下連續(xù)隔水帷幕的應用治理 內(nèi)容簡介
《華東礦區(qū)井壁破壞特征與地下連續(xù)隔水帷幕的應用治理（英文版）》主要研究了深厚表土層中煤礦立井井壁破壞特征及治理方法，內(nèi)容包括：對井壁破壞原因進行數(shù)值模擬分析，分析了含水層厚度與上覆土層厚度對井壁破裂位置的影響；分析了煤層開采對井壁的影響，并分析了采用地下連續(xù)墻對減少保護煤柱和增加煤炭開采率的可行性；對新型連續(xù)墻施工方法進行了試驗和應用分析；提出了地下連續(xù)墻治理井壁破壞新方法，對其效果和應用范圍進行了模擬分析，并制定了初步施工方法。 《華東礦區(qū)井壁破壞特征與地下連續(xù)隔水帷幕的應用治理（英文版）》可供高等院校礦業(yè)工程、巖土工程等專業(yè)的師生和工程技術人員參考使用。
華東礦區(qū)井壁破壞特征與地下連續(xù)隔水帷幕的應用治理 目錄
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
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
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華東礦區(qū)井壁破壞特征與地下連續(xù)隔水帷幕的應用治理 作者簡介
于慶，1983年12月生，山東淄博人，講師，碩士生導師，2013年1月至今任教于中國礦業(yè)大學資源與地球科學學院煤礦工程地質研究所。2006年和2009年分別獲得中國礦業(yè)大學土木工程工學學士和巖土工程工學碩士學位，2012年獲得日本九州大學地球資源系統(tǒng)工程工學博士學位。主要從事巖土工程及地質災害方面教學與研究，研究方向為深部土體與結構流固耦合效應等，獲得江蘇省自然科學基金一項，教育部留學回國人員科研啟動基金一項。
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