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Advances in Rock Dynamics(巖土動(dòng)力學(xué)研究進(jìn)展) 版權(quán)信息
- ISBN：9787564645076
- 條形碼：9787564645076 ; 978-7-5646-4507-6
- 裝幀：一般膠版紙
- 冊(cè)數(shù)：暫無(wú)
- 重量：暫無(wú)
- 所屬分類：>
Advances in Rock Dynamics(巖土動(dòng)力學(xué)研究進(jìn)展) 內(nèi)容簡(jiǎn)介
本書主要介紹了，近十多年來(lái), 在流體力學(xué)、 等離子體物理、 非線性光學(xué)、以及分子生物學(xué)等許多領(lǐng)域, 逐漸 形成了更符合實(shí)際的、 具有不同于確定性系統(tǒng)的新模型-隨機(jī)偏微分方程，無(wú)論從理論角度還是應(yīng)用角度, 對(duì)其進(jìn)行深入的研究具有重要的現(xiàn)實(shí)意義。而其中一類重要的隨機(jī)偏微分方程是隨機(jī)波動(dòng)方程, 主要描述自然界中各種波動(dòng)現(xiàn)象, 包括橫波和縱波, 其理論、 方法和應(yīng)用遍及物理學(xué)、 光學(xué)、 力學(xué)、化學(xué)、 數(shù)學(xué)和通訊等許多學(xué)科分支. 這方面的研究不是很多, 目前尚處于初級(jí)和創(chuàng)新階段.本書將從應(yīng)用數(shù)學(xué)角度出發(fā)，擬對(duì)幾類非線性隨機(jī)波動(dòng)方程解的性質(zhì)進(jìn)行研究, 主要考慮解的存在專享性, 局部解的爆破性, 不變測(cè)度等。 即考慮非線性隨機(jī)粘彈性波動(dòng)方程、 帶有非線性阻尼的隨機(jī)波動(dòng)方程和非線性隨機(jī)梁方程。
Advances in Rock Dynamics(巖土動(dòng)力學(xué)研究進(jìn)展) 目錄
Chapter 1 Blasting Source Equivalent Load on Elastic-Plastic Boundary for Rock Blasting
1．1 Introduction
1．2 Elastic-plastic wave propagation characteristics of blasting
1．3 The blasting elastic-plastic control equations and their solutions
1．4 Stress on elastic-plastic boundary and blasting source load simplification
1．5 Conclusions
Acknowledgements
References
Chapter 2 The Influence of the Millisecond Time， Charge Length and Detonation Velocity on Blasting Vibration
2．1 Introduction
2．2 The blasting vibration characteristics of short cylindrical charge
2．3 Law of multi-hole millisecond blasting vibration
2．4 The effects of charge length and detonation velocity on blasting vibration
2．5 Conclusions and discussions
References
Chapter 3 Prediction of Surface Vibration Waveform Caused by Tunnel Blasting
3．1 Introduction
3．2 Theoretical surface vibration waveform function of spherical charge blasting
3．3 Constructed vibration waveform function of spherical charge blasting
3．4 Vibration waveform function of single hole cylindrical charge blasting
3．5 Influence analysis of tunnel surrounding rock grade to vibration
3．6 Engineering case
3．7 Conclusions
Acknowledgements
References
Chapter 4 Human Comfort Evaluation Criteria for Blast Planning
4．1 Introduction
4．2 Mechanical vibration comfort evaluation method
4．3 Energy assessment for blasting vibration comfort criteria
4．4 Comfort investigation and evaluation criteria
4．5 Criteria evaluation using a case study
4．6 Conclusions and discussions
References
Chapter 5 The Propagation Characteristics of Vibration Waves Induced in Surrounding Rock by Tunnelling Blasting
5．1 Introduction
5．2 The analytical solution of blasting vibration wave propagation in the surrounding rock
5．3 Analytic and numerical calculation
5．4 Conclusions
Acknowledgements
References
Chapter 6 Blasting Vibration Safety Criteria for Shotcrete in Underground Engineering
Chapter 7 Analytical Study on the Response of Rock Bolts to Blasting Vibrations
Chapter 8 Experimental Study on Dynamic Response Characteristics of Rock and Support
Chapter 9 Study on Unloading Cracking Area of Deep Rock Tunnel Excavation
Chapter 10 Time-space Effects of Deep Tunnel Excavation and Its Visco-elastic-plastic Analysis
Chapter 11 Triaxial Creep Disturbance Test of Rock and Its Mechanical Characteristics
Chapter 12 Research on Conventional Triaxial and Dynamic Disturbance Damage of Rock Based on D-P Criterion and Weibull Distribution
1．1 Introduction
1．2 Elastic-plastic wave propagation characteristics of blasting
1．3 The blasting elastic-plastic control equations and their solutions
1．4 Stress on elastic-plastic boundary and blasting source load simplification
1．5 Conclusions
Acknowledgements
References
Chapter 2 The Influence of the Millisecond Time， Charge Length and Detonation Velocity on Blasting Vibration
2．1 Introduction
2．2 The blasting vibration characteristics of short cylindrical charge
2．3 Law of multi-hole millisecond blasting vibration
2．4 The effects of charge length and detonation velocity on blasting vibration
2．5 Conclusions and discussions
References
Chapter 3 Prediction of Surface Vibration Waveform Caused by Tunnel Blasting
3．1 Introduction
3．2 Theoretical surface vibration waveform function of spherical charge blasting
3．3 Constructed vibration waveform function of spherical charge blasting
3．4 Vibration waveform function of single hole cylindrical charge blasting
3．5 Influence analysis of tunnel surrounding rock grade to vibration
3．6 Engineering case
3．7 Conclusions
Acknowledgements
References
Chapter 4 Human Comfort Evaluation Criteria for Blast Planning
4．1 Introduction
4．2 Mechanical vibration comfort evaluation method
4．3 Energy assessment for blasting vibration comfort criteria
4．4 Comfort investigation and evaluation criteria
4．5 Criteria evaluation using a case study
4．6 Conclusions and discussions
References
Chapter 5 The Propagation Characteristics of Vibration Waves Induced in Surrounding Rock by Tunnelling Blasting
5．1 Introduction
5．2 The analytical solution of blasting vibration wave propagation in the surrounding rock
5．3 Analytic and numerical calculation
5．4 Conclusions
Acknowledgements
References
Chapter 6 Blasting Vibration Safety Criteria for Shotcrete in Underground Engineering
Chapter 7 Analytical Study on the Response of Rock Bolts to Blasting Vibrations
Chapter 8 Experimental Study on Dynamic Response Characteristics of Rock and Support
Chapter 9 Study on Unloading Cracking Area of Deep Rock Tunnel Excavation
Chapter 10 Time-space Effects of Deep Tunnel Excavation and Its Visco-elastic-plastic Analysis
Chapter 11 Triaxial Creep Disturbance Test of Rock and Its Mechanical Characteristics
Chapter 12 Research on Conventional Triaxial and Dynamic Disturbance Damage of Rock Based on D-P Criterion and Weibull Distribution
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Advances in Rock Dynamics(巖土動(dòng)力學(xué)研究進(jìn)展) 作者簡(jiǎn)介
陳士海，Male. Born in April 1964， Xintai City，Shandong Province. Distinguished professor of HuaqiacUniversity， professor two level post， doctoral supervisor，academic leader of geotechnical engineering， civil engineeringcollege party committee member， head of geotechnical and underground engineering department， director of tunnel and urbanunderground space engineering technology research center ot Fujian Province， high-level creative and innovative talentintroduced to Quanzhou City. Primarily engaged in teaching and researching work of geotechnical and underground engineering. Having expertise in tunnel and underground engineering， rock mechanics， disaster prevention and reduction for geotechnical engineering， seismic and anti-explosion of engineering structure etc.
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