巖石斷裂力學(xué) :：斷裂過(guò)程可視化、分析及應(yīng)用

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作　者：	潘鵬志著
出版社：	科學(xué)出版社
叢編項(xiàng)：
標(biāo)　簽：	暫缺

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ISBN：	9787030670120	出版時(shí)間：	2021-03-01	包裝：	平裝
開(kāi)本：	16開(kāi)	頁(yè)數(shù)：	224	字?jǐn)?shù)：

內(nèi)容簡(jiǎn)介

　　巖石斷裂的萌生和擴(kuò)展是引起巖石結(jié)構(gòu)破壞的主要原因，因此，巖石斷裂過(guò)程的詳細(xì)觀測(cè)為巖石力學(xué)和巖石工程提供了幫助。然而，巖石斷裂力學(xué)存在兩個(gè)基本的困難：一是難以對(duì)巖石斷裂進(jìn)行全面、準(zhǔn)確、細(xì)致的觀察；二是難以進(jìn)行復(fù)雜條件下巖石斷裂過(guò)程的實(shí)驗(yàn)?zāi)M。本書(shū)應(yīng)用數(shù)字圖像相關(guān)（DIC）的光學(xué)技術(shù)來(lái)研究巖石破裂過(guò)程和相關(guān)的應(yīng)用。為了模擬原位巖石工程的復(fù)雜情況，本書(shū)給出了三個(gè)重點(diǎn)：模式I、混合模式和模式II載荷下的斷裂過(guò)程。本書(shū)分為5個(gè)章。第1章介紹聲發(fā)射技術(shù)及其相關(guān)技術(shù)；第2章闡述不同加載方式下的巖石斷裂過(guò)程；第3章主要研究巖石在壓縮作用下的斷裂過(guò)程；第4章介紹熱效應(yīng)對(duì)巖石破裂過(guò)程的工程應(yīng)用；第5章介紹一種特殊的工程應(yīng)用：哈克巖石隧道的剝落過(guò)程。

作者簡(jiǎn)介

暫缺《巖石斷裂力學(xué) :：斷裂過(guò)程可視化、分析及應(yīng)用》作者簡(jiǎn)介

圖書(shū)目錄

Contents
Chapter 1 Introduction1
1.1 Rock Fracture Mechanics 1
1.2 Cohesive Zone Model 2
1.3 Fracture Initiation and Propagation under Compression 5
1.4 Experimental Characterizations of Rock Fracture 7
1.4.1 Three-Point Bending 7
1.4.2 Uniaxial Compression 9
Chapter 2 Image Tracking Techniques 12
2.1 Historical Development 12
2.2 Digital Image Correlation 12
2.2.1 Basics of DIC 15
2.2.2 Matching Approaches of DIC 19
2.3 Particle Image Velocimetry 19
2.3.1 Basics of PIV 21
2.3.2 Matching Approaches of PIV 23
2.4 Differences between DIC and PIV 23
2.5 Practical Considerations 24
2.6 Specimen Preparation and DIC System Calibration 26
2.6.1 Speckle Pattern Preparation 26
2.6.2 DIC System Calibration 28
Chapter 3 Rock Fracture Initiation and Propagation under Different Loading Conditions 34
3.1 Testing Material， Loading and Imaging Systems 34
3.1.1 Berea Sandstone and Specimen Geometry 34
3.1.2 Loading， Controlling and Imaging Systems 35
3.2 Rock Fracture Initiation and Propagation under Mode I Loading 36
3.2.1 Theoretical Interpretation 36
3.2.2 Smooth Boundary Specimens 41
3.2.3 Center Notch Specimens 61
3.2.4 Specimens with Large Radius Notch 72
3.2.5 Discussion 80
3.3 Rock Fracture Initiation and Propagation under Mixed-mode Loading 83
3.3.1 Testing Methods 85
3.3.2 Specimen Geometry 86
3.3.3 Eccentric Notch Specimens-20% Position 87
3.3.4 Eccentric Notch Specimens-30% Position 95
3.3.5 Eccentric Notch Specimens-40% Position 99
3.3.6 Summary 102
Chapter 4 Influence of Flaw on Rock Fracturing under Compression 104
4.1 Introduction 104
4.2 The Extended Digital Image Correlation Method 106
4.2.1 XDIC Method 108
4.2.2 Parametric Sensitivity Analysis 111
4.3 Experimental Study on Cracking Behaviors from A Flaw without Filler 113
4.3.1 Rock Specimens 113
4.3.2 Rock-like Specimens 131
4.4 Experimental Study on Cracking Behaviors from A Flaw with Filler 147
4.4.1 Specimen Preparation 147
4.4.2 Specimen Testing 150
4.4.3 Experimental Results 150
4.4.4 Summary 169
4.5 Discussion 169
4.6 Conclusion 171
Chapter 5 Applications 173
5.1 Thermal Effect on Fracture Behavior of Beishan Granite 173
5.1.1 Engineering Background 173
5.1.2 Specimen Preparation and Testing Procedure 173
5.1.3 Mechanical Test Results 175
5.1.4 Thermal Effect on Fracture Initiation 176
5.1.5 Thermal Effect on the FPZ Size 178
5.1.6 Thermal Effect on the Critical Opening Displacement 181
5.1.7 Thermal Effect on Fracture Toughness Measurement 182
5.1.8Thermal Damage Mechanism in Beishan Granite 185
5.1.9Conclusions 187
5.2 Cyclic Thermal Shock Effect on Surface Crack 187
5.2.1 Engineering Background 187
5.2.2 Experimental Design of Cyclic Thermal Shock 189
5.2.3Surface and Internal Zones 191
5.2.4Crack Characteristics of Surface Zone 194
5.2.5 Quantitative Description of Deterioration Degree of Surface Zone Based on Cohesive Zone odel 201
5.2.6Conclusions 207
Chapter 6 Concluding Remarks 209
References 211
Figure 225