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

Electronic Resource

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

Tang, Yiqun - Personal Name; Zhou, Jie - Personal Name; Yang, Qi - Personal Name;

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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.


Availability
Inventory Code Barcode Call Number Location Status
1408010109EB0000124631.4 TAN dCentral LibraryAvailable
Detail Information
Series Title
-
Call Number
631.4 TAN d
Publisher
Heidelberg : Springer Berlin, Heidelberg., 2014
Collation
xxiii, 241 hlm
Language
English
ISBN/ISSN
978-3-642-41987-4
Classification
631.4
Content Type
Text
Media Type
computer
Carrier Type
online resource
Edition
1
Subject(s)
tanah
metodologi dinamis
Specific Detail Info
-
Statement of Responsibility
-
Other version/related

No other version available

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