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International Database and Gallery of Structures

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Soils and Foundations - v. 44, n. 4 (August 2004)

Published:	August 2004

Articles in this Issue

Author(s)	Title	Page(s)
Mimura, Mamoru / Jang, Woo Young	Description of Time-Dependent Behavior of Quasi-Overconsolidated Osaka Pleistocene Clays Using Elasto-Viscoplastic Finite Element Analyses	41-52
Hattab, Mahdia / Hicher, Pierre-Yves	Dilating Behaviour of Overconsolidated Clay	27-40
Zhang, L. M. / Ng, C. W. W. / Lee, C. J.	Effects of Slope and Sleeving on the Behavior of Laterally Loaded Piles	99-108
Guo, Pei J. / Stolle, Dieter F. E.	The Extension of Rowe’s Stress-Dilatancy Model to General Stress Condition	1-10
Tejchman, J.	FE-Simulations of a Direct Wall Shear Box Test	67-81
Matsumoto, Tatsunori / Kitiyodom, Pastsakorn / Matsui, Hiromasa / Katsuzaki, Yoshikazu	Monitoring of Load Distribution of the Piles of a Bridge During and After Construction	109-117
Okamura, Mitsu / Tamura, Keiichi	Prediction Method for Liquefaction-Induced Settlement of Embankment with Remedial Measure by Deep Mixing Method	53-65
Wakai, Akihiko / Ugai, Keizo	A Simple Constitutive Model for the Seismic Analysis of Slopes and its Applications	83-97
Shogaki, Takaharu / Sakamoto, Ryo / Kondo, Etsuyoshi / Tachibana, Hisao	Small Diameter Cone Sampler and its Applicability for Pleistocene Osaka MA12 Clay	119-126
Jiang, Jing-Cai / Yamagami, Takuo	Three-Dimensional Slope Stability Analysis Using an Extended Spencer Method	127-135
Gudehus, G.	A Visco-Hypoplastic Constitutive Relation for Soft Soils	11-25

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54654
Published on:
01/01/2021
Last updated on:
01/01/2021

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