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International Database and Gallery of Structures

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Soils and Foundations - v. 22, n. 4 (December 1982)

Published:	December 1982

Articles in this Issue

Author(s)	Title	Page(s)
Tanaka, Yasuo	Behaviour of End Bearing Anchors Embedded in an Elastic Mass	170-180
Nagai, Koushiro / Yamagata, Kunio	Characteristics of the Load-Settlement Curve of Piles	161-169
Adachi, Toshihisa / Oka, Fusao	Constitutive Equations for Normally Consolidated Clay Based on Elasto-Viscoplast	57-70
Kokusho, Takeji / Yoshida, Yasuo / Esashi, Yasuyuki	Dynamic Properties of Soft Clay for Wide Strain Range	1-18
Shimizu, Masayoshi	Effect of Overconsolidation on Dilatancy of a Cohesive Soil	121-135
Kawamoto, Toshikazu / Ichikawa, Yasuaki / Togashi, Yutaka	Effects of Nonlinearity of Soil Foundations in Dynamic Analysis	152-160
Chang, Huei-Wen / Shirako, Hiroaki / Akaishi, Masaru / Inada, Masuho	The Experimental Study of Negative Friction Acting on Model Piles and Measuring Method	143-151
Sato, Kuniaki	Experimental Study on Flow Resistance in Rock Block Media	19-29
Kanatani, Ken-Ichi	Expression of Anisotropy by Means of the Rotation Group Representation Theory	203-210
Oda, Masanobu	Fabric Tensor for Discontinuous Geological Materials	96-108
Sato, Kuniaki / Iizawa, Masato	Groundwater Analysis of Underground Cavern by Means of Rock Block Model	30-44
Kimura, Tsutomu / Saitoh, Kunio	The Influence of Disturbance Due to Sample Preparation on THE Undrained Strength of Saturated Cohesive Soil	109-120
Ohtsubo, Masami / Takayama, Masateru / Egashira, Kazuhiko	Marine Quick Clays from Ariake Bay Area, Japan	71-80
Asada, Akie	A Method for Estimating and Increasing the Stability of Artificial Housing Ground during Earthquake	191-202
Yasuhara, Kazuya	A Practical Model for Secondary Compression	45-56
Kohno, Iichiro / Nishigaki, Makoto	Some Aspects of Laboratory Permeability Test	181-190
Gyoten, Yoshihisa / Mizuhata, Koji / Fukusumi, Tadahiro / Fukui, Minoru	Tests on Full-Sized Piles Driven in Reclaimed Land	81-95

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

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