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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

Zugriff

Zugriff über TIB

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

Seitennavigation

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Titel:

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

Beteiligte:

Wang, Binghui (Autor:in) / Chen, Guoxing (Autor:in) / Jin, Dandan (Autor:in)

Erschienen in:

Earthquake engineering and engineering vibration ; 9

Erscheinungsdatum:

2010

ISSN:

1671-3664

DOI:

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

Medientyp:

Aufsatz (Zeitschrift)

Format:

Sprache:

Englisch

Schlagwörter:

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

Klassifikation:

BKL: 56.20 Ingenieurgeologie, Bodenmechanik / 56.11 Baukonstruktion

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Analysis for pore water pressure increment of saturated standard sand under deviatoric stress consolidation

Rui, S. / Xiaoming, Y. | British Library Online Contents | 2006

Undrained Dynamic Strength Behavior of Saturated Nanjing Fine Sand under Wave Load

Chen, Guoxing / Pan, Hua / Li, Xiaojun | Taylor & Francis Verlag | 2016

Pore Pressure Rise of Saturated Sands During Cyclic Loading

M. A. Sherif / C. Tsuchiya / I. Ishibashi | NTIS | 1977

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