Frontiers of Architecture and Civil Engineering in China - v. 5, n. 2 (mai 2011)

Publié:	mai 2011

Auteur(s)	Titre	Page(s)
Dunant, Cyrille F. / Bordas, Stéphane P. A. / Kerfriden, Pierre / Scrivener, Karen L. / Rabczuk, Timon	An Algorithm to compute damage from load in composites	180-193
Jiang, Mingjing / Hu, Haijun / Peng, Jianbing / Leroueil, Serge	Experimental study of two saturated natural soils and their saturated remoulded soils under three consolidated undrained stress paths	225-238
Zhu, Hehua / Xu, Qianwei / Ding, Wenqi / Huang, Feng	Experimental study on the progressive failure and its anchoring effect of weak-broken rock vertical slope	208-224
Ong, Chin-Yee / Chai, Jin-chun	Lateral displacement of soft ground under vacuum pressure and surcharge load	239-248
Wu, Huaina / Xu, Yeshuang / Shen, Shui-Long / Chai, Jin-chun	Long-term settlement behavior of ground around shield tunnel due to leakage of water in soft deposit of Shanghai	194-198
Ren, Feng / Fan, Lifeng / Ma, Guowei	Simulation of viscoelastic behavior of defected rock by using numerical manifold method	199-207
Beckett, Christopher / Augarde, Charles	Structure creation in earthen construction materials: information from dry soil mixtures	151-159
Le, Trung Tinh / Cui, Yu-Jun / Muñoz, Juan Jorge / Delage, Pierre / Tang, Anh Minh / Li, Xiang-Ling	Studying the stress-suction coupling in soils using an oedometer equipped with a high capacity tensiometer	160-170
Ai, Zhiyong / Zeng, Wenze / Cheng, Yichong / Wu, Chao	Uncoupled state space solution to layered poroelastic medium with anisotropic permeability and compressible pore fluid	171-179
Zhang, Feng / Ye, Bin / Ye, Guanlin	Unified description of sand behavior	121-150

Auteur(s)

Titre

Page(s)

Dunant, Cyrille F. / Bordas, Stéphane P. A. / Kerfriden, Pierre / Scrivener, Karen L. / Rabczuk, Timon

An Algorithm to compute damage from load in composites

180-193

Jiang, Mingjing / Hu, Haijun / Peng, Jianbing / Leroueil, Serge

Experimental study of two saturated natural soils and their saturated remoulded soils under three consolidated undrained stress paths

225-238

Zhu, Hehua / Xu, Qianwei / Ding, Wenqi / Huang, Feng

Experimental study on the progressive failure and its anchoring effect of weak-broken rock vertical slope

208-224

Ong, Chin-Yee / Chai, Jin-chun

Lateral displacement of soft ground under vacuum pressure and surcharge load

239-248

Wu, Huaina / Xu, Yeshuang / Shen, Shui-Long / Chai, Jin-chun

Long-term settlement behavior of ground around shield tunnel due to leakage of water in soft deposit of Shanghai

194-198

Ren, Feng / Fan, Lifeng / Ma, Guowei

Simulation of viscoelastic behavior of defected rock by using numerical manifold method

199-207

Beckett, Christopher / Augarde, Charles

Structure creation in earthen construction materials: information from dry soil mixtures

151-159

Le, Trung Tinh / Cui, Yu-Jun / Muñoz, Juan Jorge / Delage, Pierre / Tang, Anh Minh / Li, Xiang-Ling

Studying the stress-suction coupling in soils using an oedometer equipped with a high capacity tensiometer

160-170

Ai, Zhiyong / Zeng, Wenze / Cheng, Yichong / Wu, Chao

Uncoupled state space solution to layered poroelastic medium with anisotropic permeability and compressible pore fluid

171-179

Zhang, Feng / Ye, Bin / Ye, Guanlin

Unified description of sand behavior

121-150

Publicité

Frontiers of Architecture and Civil Engineering in China - v. 5, n. 2 (mai 2011)

Articles dans ce numéro

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Frontiers of Architecture and Civil Engineering in China - v. 5, n. 2 (mai 2011)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.