Springer Theses - Single Piles in Liquefiable Ground
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Published By Springer Berlin Heidelberg

9783662496619, 9783662496633

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Conclusions and Future Work

Springer Theses - Single Piles in Liquefiable Ground ◽

10.1007/978-3-662-49663-3_5 ◽

2016 ◽

pp. 117-119

Author(s):

Rui Wang

Keyword(s):

Future Work

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A Unified Plasticity Model for Large Post-liquefaction Shear Deformation of Sand and Its Numerical Implementation

Springer Theses - Single Piles in Liquefiable Ground ◽

10.1007/978-3-662-49663-3_2 ◽

2016 ◽

pp. 25-53

Author(s):

Rui Wang

Keyword(s):

Shear Deformation ◽

Plasticity Model ◽

Numerical Implementation

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Analysis of Seismic Single Pile Response in Liquefiable Ground

Springer Theses - Single Piles in Liquefiable Ground ◽

10.1007/978-3-662-49663-3_3 ◽

2016 ◽

pp. 55-89 ◽

Cited By ~ 1

Author(s):

Rui Wang

Keyword(s):

Single Pile ◽

Pile Response

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Dragload and Downdrag Settlement of Single Piles due to Post-liquefaction Reconsolidation

Springer Theses - Single Piles in Liquefiable Ground ◽

10.1007/978-3-662-49663-3_4 ◽

2016 ◽

pp. 91-116

Author(s):

Rui Wang

Keyword(s):

Single Piles

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Introduction

Springer Theses - Single Piles in Liquefiable Ground ◽

10.1007/978-3-662-49663-3_1 ◽

2016 ◽

pp. 1-24

Author(s):

Rui Wang

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