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International Database and Gallery of Structures

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Soils and Foundations - v. 53, n. 1 (February 2013)

Published:	February 2013

Articles in this Issue

Author(s)	Title	Page(s)
Zhang, Ga / Cao, Jie / Wang, Liping	Centrifuge model tests of deformation and failure of nailing-reinforced slope under vertical surface loading conditions	117-129
Horpibulsuk, Suksun / Suddeepong, Apichat / Chamket, Pokin / Chinkulkijniwat, Avirut	Compaction behavior of fine-grained soils, lateritic soils and crushed rocks	166-172
Chakraborty, Debarghya / Kumar, Jyant	Dependency of Nγ on footing diameter for circular footings	173-180
Kamei, Takeshi / Ahmed, Aly / Ugai, Keizo	Durability of soft clay soil stabilized with recycled Bassanite and furnace cement mixtures	155-165
Kishida, Kiyoshi / Sawada, Atsushi / Yasuhara, Hideaki / Hosoda, Takashi	Estimation of fracture flow considering the inhomogeneous structure of single rock fractures	105-116
Shogaki, Takaharu / Kaneda, Kazuhiro	Feasible method, utilizing density changes, for estimating in situ dynamic strength and deformation properties of sand samples	64-76
Widjaja, Budijanto / Hsien-Heng Lee, Shannon	Flow box test for viscosity of soil in plastic and viscous liquid states	35-46
Georgiadis, K. / Georgiadis, M. / Anagnostopoulos, C.	Lateral bearing capacity of rigid piles near clay slopes	144-154
Hsien-Heng Lee, Shannon / Widjaja, Budijanto	Phase concept for mudflow based on the influence of viscosity	77-90
Kim, Jin Man / Sitar, Nicholas	Reliability approach to slope stability analysis with spatially correlated soilproperties	1-10
Vilhar, G. / Jovičić, V. / Coop, M. R.	The role of particle breakage in the mechanics of a non-plastic silty sand	91-104
Okamura, Mitsu / Tamamura, Shuji / Yamamoto, Rikuto	Seismic stability of embankments subjected to pre-deformation due to foundation consolidation	11-22
Umezaki, Takeo / Kawamura, Takashi	Shrinkage and desaturation properties during desiccation of reconstituted cohesive soil	47-63
Chiaro, Gabriele / Kiyota, Takashi / Koseki, Junichi	Strain localization characteristics of loose saturated Toyoura sand in undrained cyclic torsional shear tests with initial static shear	23-34
Cheng, Y. M. / Lansivaara, T. / Baker, R. / Li, N.	Use of internal and external variables and extremum principle in limit equilibrium formulations with application to bearing capacity and slope stability problems	130-143

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Published on:
01/01/2021
Last updated on:
01/01/2021

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