Advances in Rock Dynamics(岩土动力学研究进展) 版权信息
- ISBN:9787564645076
- 条形码:9787564645076 ; 978-7-5646-4507-6
- 装帧:一般胶版纸
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Advances in Rock Dynamics(岩土动力学研究进展) 内容简介
本书主要介绍了,近十多年来, 在流体力学、 等离子体物理、 非线性光学、以及分子生物学等许多领域, 逐渐 形成了更符合实际的、 具有不同于确定性系统的新模型-随机偏微分方程,无论从理论角度还是应用角度, 对其进行深入的研究具有重要的现实意义。而其中一类重要的随机偏微分方程是随机波动方程, 主要描述自然界中各种波动现象, 包括横波和纵波, 其理论、 方法和应用遍及物理学、 光学、 力学、化学、 数学和通讯等许多学科分支. 这方面的研究不是很多, 目前尚处于初级和创新阶段.本书将从应用数学角度出发,拟对几类非线性随机波动方程解的性质进行研究, 主要考虑解的存在专享性, 局部解的爆破性, 不变测度等。 即考虑非线性随机粘弹性波动方程、 带有非线性阻尼的随机波动方程和非线性随机梁方程。
Advances in Rock Dynamics(岩土动力学研究进展) 目录
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
Advances in Rock Dynamics(岩土动力学研究进展) 作者简介
陈士海,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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