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Soils and Foundations - v. 28, n. 4 (décembre 1988)

Publié:	décembre 1988

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Onoue, Atsuo	Consolidation by Vertical Drains Taking Well Resistance and Smear into Consideration	165-174
Matsui, Mikio	A Constitutive Model for Cyclic Viscoplasticity of Soils	19-37
Hatanaka, Munenori / Suzuki, Yoshio / Kawasaki, Takato / Endo, Masaaki	Cyclic Undrained Shear Properties of High Quality Undisturbed Tokyo Gravel	57-68
Fukagawa, Ryoichi / Ohta, Hideki	Effect of Some Factors on K0-Value of a Sand	93-106
Kondo, Tadayoshi / Tsuchida, Takashi	Experimental Study on Consolidation of Marine Clays in Alternating Electric Current Field	38-46
Fujita, Tatsushi / Furukawa, Yukio	A Few Tests for Physical Properties of Soil by Micro-wave Oven	197-207
Okamoto, Takashi / Suzuki, Misao / Sakaki, Nobuaki / Nagaoka, Hiroaki	Ground Vibration Tests and Comparison with Results of Finite Element Analyses	183-196
Hettler, A. / Gudehus, G.	Influence of the Foundation Width on the Bearing Capacity Factor	81-92
Suzuki, Otohiko	The Lateral Flow of Soil Caused by Banking on Soft Clay Ground	1-18
Sawicki, Andrzej / Lesniewska, Danuta / Kulczykowski, Marek	Measured and Predicted Stresses and Bearing Capacity of a Full Scale Slope Reinforced with Nails	47-56
Budhu, Muniram	The Mechanism of Failure Under Cyclic Simple Shear Strain	119-129
Kuerbis, R. / Vaid, Y. P.	Sand Sample Preparation—The Slurry Deposition Method	107-118
Oda, Yoshiaki / Mitachi, Toshiyuki	Stress Relaxation Characteristics of Saturated Clays	69-80
Tong, Jiang / Kuribayashi, Eiichi	The Three-Dimensional Resonance of Axisymmetric Sediment-Filled Valleys	130-146
Arai, Katsuhiko / Hashiba, Shoji / Kitagawa, Kenichi	A Unified Approach to Time Effects in Anisotropically Consolidated Clays	147-164

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IssueID
54724
Publié(e) le:
01.01.2021
Modifié(e) le:
01.01.2021

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