Soils and Foundations - v. 58, n. 3 (Juni 2018)

Erschienen:	Juni 2018

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Kheradi, Hamayoon / Nagano, Keisuke / Nishi, Haruki / Zhang, Feng	1-g shaking table tests on seismic enhancement of existing box culvert with partial ground-improvement method and its 2D dynamic simulation	563-581
Yuri, Sugiyama / Shinya, Tachibana / Hide, Sakaguchi / Atsushi, Iizuka	Analytical investigation of disturbance of seabed-sampled soil specimens and its influence on unconfined strength	689-701
Huang, Maosong / Chen, Zhouquan / Lu, Xilin	Bifurcation prediction of shear banding in sand with non-coaxial critical state model considering inherent anisotropy	641-653
Chen, Yong / Zhang, Guodong / Chan, Dave	Cyclic response and modeling of saturated silty clay due to fluctuations in reservoir water level of the Three Gorges Dam, China	702-715
Ichii, Koji / Mikami, Takeko	Cyclic threshold shear strain in pore water pressure generation in clay in situ samples	756-765
Mengue, Emmanuel / Mroueh, Hussein / Lancelot, Laurent / Eko, Robert Medjo	Design and parametric study of a pavement foundation layer made of cement-treated fine-grained lateritic soil	666-677
Sato, Takahiro / Onda, Kunihiko / Otani, Jun	Development of a new loading test apparatus for microfocus X-ray CT and its application to the investigation of soil behavior surrounding driven open-section piles	776-785
Siva Subramanian, Srikrishnan / Ishikawa, Tatsuya / Tokoro, Tetsuya	An early warning criterion for the prediction of snowmelt-induced soil slope failures in seasonally cold regions	582-601
Yaghoubi, Mohammadjavad / Arulrajah, Arul / Disfani, Mahdi Miri / Horpibulsuk, Suksun / Bo, Myint Win / Darmawan, Stephen	Effects of industrial by-product based geopolymers on the strength development of a soft soil	716-728
Otsubo, Masahide / O'Sullivan, Catherine	Experimental and DEM assessment of the stress-dependency of surface roughness effects on shear modulus	602-614
Wang, Jun / Cai, Yuanqiang / Fu, Hongtao / Hu, Xiuqing / Cai, Ying / Lin, Haizhi / Zheng, Wei	Experimental study on a dredged fill ground improved by a two-stage vacuum preloading method	766-775
Dong, Y. P. / Burd, H. J. / Houlsby, G. T.	Finite element parametric study of the performance of a deep excavation	729-743
Phuong, N. T. V. / Rohe, A. / Brinkgreve, R. B. J. / van Tol, A. F.	Hypoplastic model for crushable sand	615-626
Sato, Mari / Kuwano, Reiko	Laboratory testing for evaluation of the influence of a small degree of internal erosion on deformation and stiffness	547-562
Sudla, Phuttipong / Horpibulsuk, Suksun / Chinkulkijniwat, Avirut / Arulrajah, Arul / Liu, Martin D. / Hoy, Menglim	Marginal lateritic soil/crushed slag blends as an engineering fill material	786-795
Shinsha, Hiroshi / Kumagai, Takahiro	Material properties of solidified soil grains produced from dredged marine clay	678-688
Yao, Xiaoliang / Qi, Jilin / Zhang, Jianming / Yu, Fan	A one-dimensional creep model for frozen soils taking temperature as an independent variable	627-640
Jha, Arvind Kumar / Sivapullaiah, P. V.	Potential of fly ash to suppress the susceptible behavior of lime-treated gypseous soil	654-665
Ravichandran, Nadarajah / Shrestha, Shweta / Piratla, Kalyan	Robust design and optimization procedure for piled-raft foundation to support tall wind turbine in clay and sand	744-755
Sawada, Yutaka / Nakazawa, Hiroshi / Oda, Tetsuya / Kobayashi, Seita / Shibuya, Satoru / Kawabata, Toshinori	Seismic performance of small earth dams with sloping core zones and geosynthetic clay liners using full-scale shaking table tests	519-533
Rahardjo, Harianto / Cong Thang, Nguyen / Kim, Yongmin / Leong, Eng-Choon	Unsaturated elasto-plastic constitutive equations for compacted kaolin under consolidated drained and shearing-infiltration conditions	534-546

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Veröffentlicht am:
01.01.2021
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01.01.2021

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Soils and Foundations - v. 58, n. 3 (Juni 2018)

Artikel in dieser Ausgabe

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Soils and Foundations - v. 58, n. 3 (Juni 2018)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
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