Dynamic Response and Deformation Characteristic of Saturated Soft Clay under Subway Vehicle Loading

Nonfiction, Science & Nature, Technology, Engineering, Civil, Science, Earth Sciences
Cover of the book Dynamic Response and Deformation Characteristic of Saturated Soft Clay under Subway Vehicle Loading by Yiqun Tang, Jie Zhou, Xingwei Ren, Qi Yang, Springer Berlin Heidelberg
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Author: Yiqun Tang, Jie Zhou, Xingwei Ren, Qi Yang ISBN: 9783642419874
Publisher: Springer Berlin Heidelberg Publication: January 8, 2014
Imprint: Springer Language: English
Author: Yiqun Tang, Jie Zhou, Xingwei Ren, Qi Yang
ISBN: 9783642419874
Publisher: Springer Berlin Heidelberg
Publication: January 8, 2014
Imprint: Springer
Language: English

Involving several areas of geological engineering, geotechnical engineering and tunnel engineering, this book describes the soft soil deformation characteristics and dynamic responses induced by subway vibration load. Based on field monitoring and laboratory testing data, with both comprehensive micro-and macroanalysis, the authors present dynamic characteristics and deformation settlement of saturated soft clay surrounding subway tunnels using dynamic and static methodology. Mechanism of deformation, failure in microstructure of soft clay soil, dynamic response, macro deformation and settlement are all discussed and analyzed thoroughly and systematically. Some of the research findings in this book have been widely applied by large subway companies and will have broader application prospects in future. All the above make this book a valuable reference not only for technical engineers working in subway design or construction but also for advanced graduate students. Prof. Yiqun Tang works at the Department of Geotechnical Engineering, Tongji University, Shanghai, China.

View on Amazon View on AbeBooks View on Kobo View on B.Depository View on eBay View on Walmart

Involving several areas of geological engineering, geotechnical engineering and tunnel engineering, this book describes the soft soil deformation characteristics and dynamic responses induced by subway vibration load. Based on field monitoring and laboratory testing data, with both comprehensive micro-and macroanalysis, the authors present dynamic characteristics and deformation settlement of saturated soft clay surrounding subway tunnels using dynamic and static methodology. Mechanism of deformation, failure in microstructure of soft clay soil, dynamic response, macro deformation and settlement are all discussed and analyzed thoroughly and systematically. Some of the research findings in this book have been widely applied by large subway companies and will have broader application prospects in future. All the above make this book a valuable reference not only for technical engineers working in subway design or construction but also for advanced graduate students. Prof. Yiqun Tang works at the Department of Geotechnical Engineering, Tongji University, Shanghai, China.

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