Dynamic Response and Deformation Characteristic of Saturated Soft Clay under Subway Vehicle Loading by Yiqun Tang, Jie Zhou, Xingwei Ren, Qi Yang.

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Bibliographic Details
Main Authors: Tang, Yiqun (Author), Zhou, Jie (Author), Ren, Xingwei (Author), Yang, Qi (Author)
Corporate Author: SpringerLink (Online service)
Format: eBook
Language:English
Published: Berlin, Heidelberg : Springer Berlin Heidelberg : Imprint: Springer, 2014.
Edition:1st ed. 2014.
Series:Springer Environmental Science and Engineering,
Springer eBook Collection.
Subjects:
Online Access:Click to view e-book
Holy Cross Note:Loaded electronically.
Electronic access restricted to members of the Holy Cross Community.

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505 0 |a Introduction.- Field test -- Laboratory tests -- Microstructure of soil -- Theoretical analysis and numerical simulation -- Settlement predictions for soil around subway tunnels. 
520 |a 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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