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|a TA1-2040
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|a Chen, Jianhang.
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|a Bond Failure Mechanism of Fully Grouted Rock Bolts.
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|a 1st ed.
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|a Singapore :
|b Springer,
|c 2023.
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|c ©2023.
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|a 1 online resource (118 pages)
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a SpringerBriefs in Applied Sciences and Technology Series
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|a Intro -- Preface -- Contents -- 1 Introduction -- 1.1 Background -- 1.2 Book Outline -- References -- 2 Analysis on the Shear Stress Propagation Mechanism in the Rock Reinforcement System -- 2.1 Introduction -- 2.2 Previous Study on the Shear Stress Propagation -- 2.2.1 Investigation Approaches -- 2.2.2 Shear Stress Propagation Mechanism -- 2.3 Discussion -- 2.4 Conclusions -- References -- 3 Numerical Simulation of the Shear Behaviour of Cement Grout -- 3.1 Introduction -- 3.2 Selection of the Software -- 3.3 Numerical Simulation Process -- 3.3.1 Simulation of the Cement Grout with a Higher Strength -- 3.3.2 Simulation of the Cement Grout with a Lower Strength -- 3.4 Analysis on the Shear Stress Distribution -- 3.5 Recommendation for Further Work -- 3.6 Conclusions -- References -- 4 Analytical Modelling to Study the Load Transfer Performance of Fully Grouted Rock Bolts -- 4.1 Introduction -- 4.2 Analytical Modelling -- 4.2.1 Bond-Slip Model -- 4.2.2 Governing Equation -- 4.2.3 Pull-Out Stages of Rock Bolts -- 4.3 Calibration of the Input Parameters -- 4.4 Validation of the Analytical Model -- 4.4.1 Validation with a Pull-Out Test -- 4.4.2 Validation with the Other Pull-Out Test -- 4.5 Parametric Study -- 4.5.1 Elastic Modulus of the Confining Medium -- 4.5.2 Shear Strength of the Bolt/Grout Interface -- 4.5.3 Residual Shear Strength of the Bolt/Grout Interface -- 4.6 Conclusions -- References -- 5 Analytical Studying the Confining Medium Diameter Impact on Load-Carrying Capacity of Rock Bolts -- 5.1 Introduction -- 5.2 Analytical Modelling Approach -- 5.3 Modelling Process and Results -- 5.4 Conclusions -- References -- 6 Studying the Bond Performance of Fully Grouted Rock Bolts Based on the Variable Controlling -- 6.1 Introduction -- 6.2 Calculating Principal of the Constitutive Equation -- 6.3 Parameter Study -- 6.3.1 Bolt Diameter.
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|a 6.3.2 Elastic Modulus of Bolts -- 6.3.3 Grouting Length of Bolts -- 6.3.4 Bond Slipping When the Bond Strength Was Reached -- 6.4 Limitation of the Current Study -- 6.5 Recommendation of Further Work -- 6.6 Conclusions -- References -- 7 Analytical Modelling Rock Bolts with a Closed Nonlinear Model -- 7.1 Introduction -- 7.2 Illustration of the Analytical Model -- 7.3 Validation of the Analytical Model -- 7.4 Parametric Study -- 7.4.1 The First Coefficient -- 7.4.2 The Second Coefficient -- 7.4.3 Elastic Modulus of the Rock Bolt -- 7.4.4 Rock Bolt Diameter -- 7.5 Load Distribution Along a Fully Grouted Rock Bolt -- 7.6 Limitation and Recommendation for Future Work -- 7.7 Conclusions -- References.
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|a Description based on publisher supplied metadata and other sources.
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| 590 |
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|a Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2023. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.
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| 655 |
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|a Electronic books.
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| 700 |
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|a Li, Yongliang.
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| 700 |
1 |
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|a Zhang, Junwen.
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| 776 |
0 |
8 |
|i Print version:
|a Chen, Jianhang
|t Bond Failure Mechanism of Fully Grouted Rock Bolts
|d Singapore : Springer,c2023
|z 9789819904976
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| 797 |
2 |
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|a ProQuest (Firm)
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| 830 |
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0 |
|a SpringerBriefs in Applied Sciences and Technology Series
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| 856 |
4 |
0 |
|u https://ebookcentral.proquest.com/lib/matrademy/detail.action?docID=30591711
|z Click to View
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