Soils and Foundations - v. 64, n. 2 (April 2024)

Published:	April 2024

Author(s)	Title	Page(s)
Hoang, Lua Thi / Xiong, Xi / Matsumoto, Tatsunori	Effect of pile arrangement on long-term settlement and load distribution in piled raft foundation models supported by jacked-in piles in saturated clay	101426
Li, Yang / Otsubo, Masahide / Kuwano, Reiko	Elastic wave velocities during triaxial shearing influenced by particle morphology	101443
Pokhrel, Abilash / Chiaro, Gabriele / Kiyota, Takashi / Cubrinovski, Misko	Liquefaction characteristics of sand-gravel mixtures: Experimental observations and its assessment based on intergranular state concept	101444
Pan, Gao-feng / Zheng, Yi-xuan / Yuan, Sheng-Yang / Sun, Dan-xi / Buzzi, Olivier / Jiang, Guan-Lu / Liu, Xian-Feng	Microstructural insight into the hysteretic water retention behavior of intact Mile expansive clay	101427
Alver, Ozan / Eseller-Bayat, E. Ece	A new p-y model for soil-pile interaction analyses in cohesionless soils under monotonic loading	101441
Zhang, Zhiyong / Chian, Siau Chen	Robustness of remediation measures against liquefaction induced manhole uplift under mainshock-aftershock sequence	101439
Ito, Shinichi / Oda, Kazuhiro / Koizumi, Keigo	Seepage analysis model based on field measurement data for estimation of posterior parameter distribution using merging particle filter	101442
Bezuidenhout, A. W. / Bodhania, M. / Tiroyabone, L. / Eddey, C. / Torres-Cruz, L. A.	The shape of sand particles: Assessments of three-dimensional form and angularity	101437
Silva, João Paulo Sousa / Rissoli, Ana Luisa Cezar / Cacciari, Pedro Pazzoto / Viana da Fonseca, António Joaquim Pereira / Scheuermann Filho, Hugo Carlos / Wagner, Alexia Cindy / Carvalho, João Vítor de Azambuja / Festugato, Lucas / Consoli, Nilo Cesar	Triaxial testing response of compacted iron ore tailings considering a broad spectrum of confining pressures	101438

Author(s)

Title

Page(s)

Hoang, Lua Thi / Xiong, Xi / Matsumoto, Tatsunori

Effect of pile arrangement on long-term settlement and load distribution in piled raft foundation models supported by jacked-in piles in saturated clay

101426

Li, Yang / Otsubo, Masahide / Kuwano, Reiko

Elastic wave velocities during triaxial shearing influenced by particle morphology

101443

Pokhrel, Abilash / Chiaro, Gabriele / Kiyota, Takashi / Cubrinovski, Misko

Liquefaction characteristics of sand-gravel mixtures: Experimental observations and its assessment based on intergranular state concept

101444

Pan, Gao-feng / Zheng, Yi-xuan / Yuan, Sheng-Yang / Sun, Dan-xi / Buzzi, Olivier / Jiang, Guan-Lu / Liu, Xian-Feng

Microstructural insight into the hysteretic water retention behavior of intact Mile expansive clay

101427

Alver, Ozan / Eseller-Bayat, E. Ece

A new p-y model for soil-pile interaction analyses in cohesionless soils under monotonic loading

101441

Zhang, Zhiyong / Chian, Siau Chen

Robustness of remediation measures against liquefaction induced manhole uplift under mainshock-aftershock sequence

101439

Ito, Shinichi / Oda, Kazuhiro / Koizumi, Keigo

Seepage analysis model based on field measurement data for estimation of posterior parameter distribution using merging particle filter

101442

Bezuidenhout, A. W. / Bodhania, M. / Tiroyabone, L. / Eddey, C. / Torres-Cruz, L. A.

The shape of sand particles: Assessments of three-dimensional form and angularity

101437

Silva, João Paulo Sousa / Rissoli, Ana Luisa Cezar / Cacciari, Pedro Pazzoto / Viana da Fonseca, António Joaquim Pereira / Scheuermann Filho, Hugo Carlos / Wagner, Alexia Cindy / Carvalho, João Vítor de Azambuja / Festugato, Lucas / Consoli, Nilo Cesar

Triaxial testing response of compacted iron ore tailings considering a broad spectrum of confining pressures

101438

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Soils and Foundations - v. 64, n. 2 (April 2024)

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Soils and Foundations - v. 64, n. 2 (April 2024)

Articles in this Issue

You have exceeded your monthly download limit! Structurae Plus subscribers can download 30 media files or data sets per month. Structurae Pro users are limited to 50.

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You have exceeded your monthly download limit!

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