Soils and Foundations - v. 62, n. 4 (août 2022)

Publié:	août 2022

Auteur(s)	Titre	Page(s)
Zhu, Jianghong / Han, Shuxian / Zhang, Huyuan	Compression behavior and structure of undisturbed Q2 loess under wet-dry cycles	101165
Ito, Shinji / Tachibana, Shinya / Takeyama, Tomohide / Iizuka, Atsushi	Constitutive model for swelling properties of unsaturated bentonite buffer materials during saturation	101161
Zheng, Dengheng / Tang, Liansheng / Wang, Yuxi / Sun, Yinlei	Dynamic stress accumulation effects on soil strength under cyclic loading	101164
Tamboura, Hamidou Hamadoum / Isobe, Koichi / Ohtsuka, Satoru	End bearing capacity of a single incompletely end-supported pile based on the rigid plastic finite element method with non-linear strength property against confining stress	101182
Nakata, Yukio / Moriguchi, Shuji / Kajiyama, Shintaro / Kido, Ryunosuke / Kikkawa, Naotaka / Saomoto, Hidetaka / Takano, Daiki / Higo, Yosuke	Experimental data of 3D printed granular material for verification of discrete element modeling simulation	101178
Kido, Ryunosuke / Suezawa, Riki / Sawamura, Yasuo / Kimura, Makoto	Experimental investigation of bearing mechanism of closed- and open-ended piles supported by thin bearing layer using X-ray micro CT	101179
Okamura, Mitsu	Insight into excess pore pressure generation leading to liquefaction of sand with stress history under saturated and unsaturated conditions	101187
Huynh, Van-Hiep / Nguyen, Tan / Nguyen, Dinh-Phi / Nguyen, Thanh-Son / Huynh, Thi-My-Dung / Nguyen, Thanh-Cong	A novel direct SPT method to accurately estimate ultimate axial bearing capacity of bored PHC nodular piles with 81 case studies in Vietnam	101163
Jiang, Mingjin / Kamura, Akiyoshi / Kazama, Motoki	Numerical study on liquefaction characteristics of granular materials under Rayleigh-wave strain conditions using 3D DEM	101176
Shinoda, Masahiro / Nakajima, Susumu / Watanabe, Kenji / Nakamura, Susumu / Yoshida, Ikumasa / Miyata, Yoshihisa	Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures	101160
Guarena, Nicolò / Dominijanni, Andrea / Manassero, Mario	The role of diffusion induced electro-osmosis in the coupling between hydraulic and ionic fluxes through semipermeable clay soils	101177
Wang, Lujun	A simplified method for evaluating temperature effect on the behavior of layered soil with a time-varying cylindrical heat source	101181
Jesswein, Markus / Liu, Jinyuan	Using a genetic algorithm to develop a pile design method	101175

Auteur(s)

Titre

Page(s)

Zhu, Jianghong / Han, Shuxian / Zhang, Huyuan

Compression behavior and structure of undisturbed Q2 loess under wet-dry cycles

101165

Ito, Shinji / Tachibana, Shinya / Takeyama, Tomohide / Iizuka, Atsushi

Constitutive model for swelling properties of unsaturated bentonite buffer materials during saturation

101161

Zheng, Dengheng / Tang, Liansheng / Wang, Yuxi / Sun, Yinlei

Dynamic stress accumulation effects on soil strength under cyclic loading

101164

Tamboura, Hamidou Hamadoum / Isobe, Koichi / Ohtsuka, Satoru

End bearing capacity of a single incompletely end-supported pile based on the rigid plastic finite element method with non-linear strength property against confining stress

101182

Nakata, Yukio / Moriguchi, Shuji / Kajiyama, Shintaro / Kido, Ryunosuke / Kikkawa, Naotaka / Saomoto, Hidetaka / Takano, Daiki / Higo, Yosuke

Experimental data of 3D printed granular material for verification of discrete element modeling simulation

101178

Kido, Ryunosuke / Suezawa, Riki / Sawamura, Yasuo / Kimura, Makoto

Experimental investigation of bearing mechanism of closed- and open-ended piles supported by thin bearing layer using X-ray micro CT

101179

Okamura, Mitsu

Insight into excess pore pressure generation leading to liquefaction of sand with stress history under saturated and unsaturated conditions

101187

Huynh, Van-Hiep / Nguyen, Tan / Nguyen, Dinh-Phi / Nguyen, Thanh-Son / Huynh, Thi-My-Dung / Nguyen, Thanh-Cong

A novel direct SPT method to accurately estimate ultimate axial bearing capacity of bored PHC nodular piles with 81 case studies in Vietnam

101163

Jiang, Mingjin / Kamura, Akiyoshi / Kazama, Motoki

Numerical study on liquefaction characteristics of granular materials under Rayleigh-wave strain conditions using 3D DEM

101176

Shinoda, Masahiro / Nakajima, Susumu / Watanabe, Kenji / Nakamura, Susumu / Yoshida, Ikumasa / Miyata, Yoshihisa

Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures

101160

Guarena, Nicolò / Dominijanni, Andrea / Manassero, Mario

The role of diffusion induced electro-osmosis in the coupling between hydraulic and ionic fluxes through semipermeable clay soils

101177

Wang, Lujun

A simplified method for evaluating temperature effect on the behavior of layered soil with a time-varying cylindrical heat source

101181

Jesswein, Markus / Liu, Jinyuan

Using a genetic algorithm to develop a pile design method

101175

Publicité

Soils and Foundations - v. 62, n. 4 (août 2022)

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Soils and Foundations - v. 62, n. 4 (août 2022)

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.