掃一掃
關注中圖網
官方微博
本類五星書更多>
-
>
闖進數學世界――探秘歷史名題
-
>
中醫基礎理論
-
>
當代中國政府與政治(新編21世紀公共管理系列教材)
-
>
高校軍事課教程
-
>
思想道德與法治(2021年版)
-
>
毛澤東思想和中國特色社會主義理論體系概論(2021年版)
-
>
中醫內科學·全國中醫藥行業高等教育“十四五”規劃教材
地下礦山開采中全長黏結錨桿支護理論模型及數值計算研究(英文) 版權信息
- ISBN:9787564657284
- 條形碼:9787564657284 ; 978-7-5646-5728-4
- 裝幀:平裝
- 冊數:暫無
- 重量:暫無
- 所屬分類:>>
地下礦山開采中全長黏結錨桿支護理論模型及數值計算研究(英文) 內容簡介
本書從理論分析和數值模擬的角度分析錨桿、錨固劑和周圍巖體之間的力學傳遞過程,以進一步揭示全長黏結錨桿支護的力學傳遞機理,從而為預防工程實踐中全長黏結錨桿支護的失效提供理論依據和科學基礎。與此同時,本書為研究全長黏結錨桿支護的錨固機制提供了新思路和新方法。本書的特點在于其從理論建模和數值計算的角度揭示了全長黏結錨桿支護錨固體內的應力傳播過程,從而能夠深入揭示全長黏結錨桿的錨固機制。本書的學術價值和應用價值主要包括:有助于揭示全長黏結錨桿支護的作用原理,為全長黏結錨桿支護在現場的應用鋪墊理論基礎;有助于將*新的關于全長黏結錨桿支護的研究成果與國內外同行分享;可以作為研究生教育中關于巖層控制和巷道支護方面的教材。
地下礦山開采中全長黏結錨桿支護理論模型及數值計算研究(英文) 目錄
Chapter 1 Introduction
1.1 Background
1.2 Research objectives
1.3 Outline of this book
Chapter 2 Analytical Modelling Rock Bolts with an Elastic-softening Model
2.1 Introduction
2.2 Load transfer mechanics
2.3 Bond-slip model
2.4 Analytic modelling
2.5 Calibration of input parameters
2.6 Validation of the analytical solution
2.7 Parameter analysis
2.8 Recommendation for further work
2.9 Conclusions
Chapter 3 Analytical Modelling Rock Bolts with an Elastic-debonding Model
3.1 Introduction
3.2 Bond-slip equation
3.3 Rock bolt loading performance
3.4 Input parameters
3.5 Experimental test validation
3.6 Parameter analysis
3.7 Conclusions
Chapter 4 Numerical Investigation of the Tensile Performance and Failure Process of a Modified Portland Cement
4.1 Introduction
4.2 Experimental program
4.3 Experimental results
4.4 Numerical simulation scheme
4.5 Numerical simulation results and analysis
4.6 Discussion
4.7 Recommendations for further work
4.8 Conclusions
Chapter 5 Numerical Modelling Rock Bolts with the Modified Cable Elements
5.1 Introduction
5.2 The bond-slip model for the interface
5.3 Incorporating the bond-slip model into FLAC3D
5.4 Validation of this numerical model
5.5 A study with the modified cableSELs
5.6 Recommendation for further work
5.7 Conclusions
Chapter 6 Numerical Simulation of Fully Encapsulated Rock Bolts with a Tri-linear Constitutive Model
6.1 Introduction
6.2 Shear behaviour of the bolt/grout interface
6.3 Merging the constitutive model into pile elements
6.4 Validation with experimental tests
6.5 Numerical simulation under the in-situ case
6.6 Conclusions
Chapter 7 Investigating the Load Transfer Performance of Fully Grouted Rock Bolts with a Modified Numerical Simulation Method
7.1 Introduction
7.2 Description of the revised simulation approach
7.3 Numerical simulation scheme
7.4 Recommendation for further work
7.5 Conclusions
Chapter 8 Conclusions and Limitations
References
1.1 Background
1.2 Research objectives
1.3 Outline of this book
Chapter 2 Analytical Modelling Rock Bolts with an Elastic-softening Model
2.1 Introduction
2.2 Load transfer mechanics
2.3 Bond-slip model
2.4 Analytic modelling
2.5 Calibration of input parameters
2.6 Validation of the analytical solution
2.7 Parameter analysis
2.8 Recommendation for further work
2.9 Conclusions
Chapter 3 Analytical Modelling Rock Bolts with an Elastic-debonding Model
3.1 Introduction
3.2 Bond-slip equation
3.3 Rock bolt loading performance
3.4 Input parameters
3.5 Experimental test validation
3.6 Parameter analysis
3.7 Conclusions
Chapter 4 Numerical Investigation of the Tensile Performance and Failure Process of a Modified Portland Cement
4.1 Introduction
4.2 Experimental program
4.3 Experimental results
4.4 Numerical simulation scheme
4.5 Numerical simulation results and analysis
4.6 Discussion
4.7 Recommendations for further work
4.8 Conclusions
Chapter 5 Numerical Modelling Rock Bolts with the Modified Cable Elements
5.1 Introduction
5.2 The bond-slip model for the interface
5.3 Incorporating the bond-slip model into FLAC3D
5.4 Validation of this numerical model
5.5 A study with the modified cableSELs
5.6 Recommendation for further work
5.7 Conclusions
Chapter 6 Numerical Simulation of Fully Encapsulated Rock Bolts with a Tri-linear Constitutive Model
6.1 Introduction
6.2 Shear behaviour of the bolt/grout interface
6.3 Merging the constitutive model into pile elements
6.4 Validation with experimental tests
6.5 Numerical simulation under the in-situ case
6.6 Conclusions
Chapter 7 Investigating the Load Transfer Performance of Fully Grouted Rock Bolts with a Modified Numerical Simulation Method
7.1 Introduction
7.2 Description of the revised simulation approach
7.3 Numerical simulation scheme
7.4 Recommendation for further work
7.5 Conclusions
Chapter 8 Conclusions and Limitations
References
展開全部
書友推薦
- >
經典常談
- >
李白與唐代文化
- >
有舍有得是人生
- >
中國歷史的瞬間
- >
莉莉和章魚
- >
龍榆生:詞曲概論/大家小書
- >
月亮與六便士
- >
姑媽的寶刀
本類暢銷