Soils and Foundations - v. 57, n. 5 (octobre 2017)
| Publié: | octobre 2017 |
|---|
Articles dans ce numéro
| Auteur(s) | Titre | Page(s) |
|---|---|---|
| Tachibana, Ikkoh / Moriguchi, Shuji / Takase, Shinsuke / Terada, Kenjiro / Aoki, Takayuki / Kamiya, Kohji / Kodaka, Takeshi | Characterization of transition from Darcy to non-Darcy flow with 3D pore-level simulations | 707-719 |
| Kang, Gyeongo / Tsuchida, Takashi / Tang, T. X. / Kalim, T. P. | Consistency measurement of cement-treated marine clay using fall cone test and Casagrande liquid limit test | 802-814 |
| Salvatore, E. / Modoni, G. / Andò, E. / Albano, M. / Viggiani, G. | Determination of the critical state of granular materials with triaxial tests | 733-744 |
| Xiong, Huan / Cai, Yuanqiang / Yang, Zhongxuan / Chai, Jinchun | Effect of drained static shear on cyclic deformation behavior of K0-consolidated sand | 720-732 |
| Yasutaka, Tetsuo / Imoto, Yukari / Kurosawa, Akihiko / Someya, Masayuki / Higashino, Kazuo / Kalbe, Ute / Sakanakura, Hirofumi | Effects of colloidal particles on the results and reproducibility of batch leaching tests for heavy metal-contaminated soil | 861-871 |
| Yang, Yang / Kuwano, Reiko | Effects of principal stress rotation on small strain stiffness of sand subjected to piping erosion | 776-788 |
| Satyanaga, Alfrendo / Rahardjo, Harianto / Zhai, Qian | Estimation of unimodal water characteristic curve for gap-graded soil | 789-801 |
| Kobayashi, I. / Owada, H. / Ishii, T. / Iizuka, A. | Evaluation of specific surface area of bentonite-engineered barriers for Kozeny-Carman law | 683-697 |
| Namikawa, Tsutomu / Hiyama, Shota / Ando, Yoshiya / Shibata, Taihei | Failure behavior of cement-treated soil under triaxial tension conditions | 815-827 |
| Zhao, Xiaodong / Zhou, Guoqing / Zhao, Guangsi / Kuang, Lianfei / Hu, Xincheng | Fracture controlling of vertical shaft lining using grouting into neighboring soil deposits: A case study | 882-891 |
| Watabe, Yoichi / Sassa, Shinji / Kaneko, Takashi / Nakata, Yukio | Mechanical characteristics of undisturbed coral gravel soils: The intergranular void ratio as a common governing parameter | 760-775 |
| Mohajerani, Abbas / Nguyen, Bao Thach / Tanriverdi, Yasin / Chandrawanka, Kavindha | A new practical method for determining the LA abrasion value for aggregates | 840-848 |
| Madaffari, Maria Grazia / Bilardi, Stefania / Calabrò, Paolo S. / Moraci, Nicola | Nickel removal by zero valent iron/lapillus mixtures in column systems | 745-759 |
| Tang, Dong / Ganju, Eshan / Rahman, Shahedur / Li, Dianqing / Prezzi, Monica / Salgado, Rodrigo | On modelling the compressibility of unsaturated fine-grained soils | 892-897 |
| Liang, Yue / Yeh, Tian-Chyi Jim / Zha, Yuanyuan / Wang, Junjie / Liu, Mingwei / Hao, Yonghong | Onset of suffusion in gap-graded soils under upward seepage | 849-860 |
| Chiou, Jiunn-Shyang / You, Teng-Ruei / Tsai, Cheng-Chang / Hwang, Jin-Hung | Performance of laterally loaded piles in improved coal ash deposit | 872-881 |
| Azadi, Mohammad / Ghayoomi, Majid / Shamskia, Nasser / Kalantari, Hossein | Physical and mechanical properties of reconstructed bio-cemented sand | 698-706 |
| Hamrouni, Adam / Dias, Daniel / Sbartai, Badreddine | Probabilistic analysis of piled earth platform under concrete floor slab | 828-839 |
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54581 - Publié(e) le:
01.01.2021 - Modifié(e) le:
01.01.2021
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