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Soils and Foundations - v. 62, n. 3 (Juni 2022)

Erschienen:	Juni 2022

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Yu, Jin-Hong / Wu, He-Gao / Shi, Chang-Zheng / Ma, Zhu / Xu, Wen-Tao	Behavior and innovative design model on soil pressure at the top of large-diameter buried steel pipes	101153
Sun, Yifei / Sumelka, Wojciech	Bounding surface model refined with fractional dilatancy relation for sand	101149
Takahashi, Akihiro / Omura, Naoya / Kobayashi, Takaaki / Kamata, Yukiho / Inagaki, Satoshi	Centrifuge model tests on large-diameter monopiles in dense sand subjected to two-way lateral cyclic loading in short-term	101148
Li, Weidong / Deng, Lijun / Chalaturnyk, Richard	Centrifuge modeling of the behaviour of helical piles in cohesive soils from installation and axial loading	101141
Otake, Yu / Honjo, Yusuke	Challenges in geotechnical design revealed by reliability assessment: Review and future perspectives	101129
Nong, Zhen-Zhen / Park, Sung-Sik / Lee, Sae-Byeok / Jiang, Peng-ming	Cyclic resistance of fly ash influenced by anisotropic stress condition, sand contents, and gravel content	101157
Chew, Kevin / Chiaro, Gabriele / Vinod, Jayan S. / Tasalloti, Ali / Allulakshmi, Krishna	Direct shear behavior of gravel-rubber mixtures: Discrete element modeling and microscopic investigations	101156
Gathuka, Lincoln W. / Kasai, Haruka / Kato, Tomohiro / Takai, Atsushi / Inui, Toru / Katsumi, Takeshi	Evaluating the arsenic attenuation of soil amended with calcium–magnesium composites of different particle sizes	101130
Rateria, G. / Maurer, B. W.	Evaluation and updating of Ishihara’s (1985) model for liquefaction surface expression, with insights from machine and deep learning	101131
Ravera, Elena / Laloui, Lyesse	Failure mechanism of fine-grained soil-structure interface for energy piles	101152
Hidayat, Risqi Faris / Kiyota, Takashi / Umar, Muhammad / Nawir, Hasbullah	Flow deformation characteristics of sandy soils under constant shear stress with water inflow	101128
Bedja, Mehdi / Umar, Muhammad / Kuwano, Reiko	Influence of density on the post-suffusion behavior of gap-graded sand with fines	101159
Hov, Sølve / Paniagua, Priscilla / Sætre, Christian / Rueslåtten, Håkon / Størdal, Ingvild / Mengede, Martin / Mevik, Caroline	Lime-cement stabilisation of Trondheim clays and its impact on carbon dioxide emissions	101162
Wang, Kunpeng / Cui, Chunyi / Ren, Jingyu / Yasufuku, Noriyuki / Xu, Guangli	Model testing study on engineering performances of circular helicoid piles during the whole process of installation and bearing in sandy soil	101150
Toth, Joseph / Motamed, Ramin / Panorska, Anna	A new method for extrapolating the load-displacement response of drilled shaft foundations for interpretation of side capacity	101154
Doi, Tatsuya / Murono, Yoshitaka / Iwai, Hiromasa / Zhang, Feng	Numerical investigation of dynamic behavior of composite foundation composed of soilbags and piles by 3D elastoplastic FEM	101158
Fanni, Riccardo / Reid, David / Fourie, Andy	On reliability of inferring liquefied shear strengths from simple shear testing	101151
Bian, Shihai / Mi, Zhankuan / Li, Guoying / Ai, Yingbo / Du, Guoliang	Unified modeling behavior of rockfill materials along different loading stress paths	101155

Über diese
Datenseite
IssueID
61546
Veröffentlicht am:
09.05.2022
Geändert am:
09.05.2022

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