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Pore water pressure increment model for saturated Nanjing fine sand subject to cyclic loading

Wang, Binghui / Chen, Guoxing / Jin, Dandan

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Pore water pressure increment model for saturated Nanjing fine sand subject to cyclic loading

Wang, Binghui / Chen, Guoxing / Jin, Dandan

Pore water pressure increment model for saturated Nanjing fine sand subject to cyclic loading

Wang, Binghui / Chen, Guoxing / Jin, Dandan

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Check availability in my library

Order at Subito €

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Document information

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Document information

Title:

Pore water pressure increment model for saturated Nanjing fine sand subject to cyclic loading

Contributors:

Wang, Binghui (author) / Chen, Guoxing (author) / Jin, Dandan (author)

Published in:

Earthquake engineering and engineering vibration ; 9

Publication date:

2010

ISSN:

1671-3664

DOI:

https://doi.org/10.1007/s11803-010-0038-9

Type of media:

Article (Journal)

Type of material:

Language:

English

Keywords:

EPWP model , cyclic loading , effective dynamic shear stress ratio , Nanjing fine sand , EPWP increment ratio , logarithmic decrement of effective stress

Classification:

BKL: 56.20 Ingenieurgeologie, Bodenmechanik / 56.11 Baukonstruktion

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