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Soils and Foundations - v. 23, n. 3 (septembre 1983)

Publié:	septembre 1983

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Tagaya, Kozo / Tanaka, Akiyoshi / Aboshi, Hisao	Application of Finite Element Method to Pullout Resistance of Buried Anchor	91-104
Arai, Katsuhiko / Watanabe, Tomoyuki / Tagyo, Keiichi	Comparison of Numerical Techniques for Multi-dimensional Consolidation Problem	189-195
Takagi, Nobuo / Nishio, Nobuaki / Yoneyama, Kiyoshi / Shimamura, Kazunori	Development of a Strain Measurement System for Soils and its Application to Sand Around a Buried Pipe	65-79
Kimura, Tsutomu / Saitoh, Kunio / Nishihara, Shigeo	The Effect of Reconsolidation on Undrained Strength of Normally Consolidated Cohesive Soils	27-38
Enokido, Motonori	An Experimental Study to Evaluate Freezing Earth Pressure	1-12
Tominaga, Koji / Yamagata, Kunio / Kishida, Hideaki	Horizontal Displacement of Soil in Front of Laterally Loaded Piles	80-90
Yasuhara, Kazuya / Ue, Syunji	Increase in Undrained Shear Strength Due to Secondary Compression	50-64
Yagi, Norio / Yatabe, Ryuichi	Influence of Pore Water Pressure and Stress State on Static and Dynamic Penetration Resistance in Sand	155-164
Yosikawa, Masaaki / Abe, Isamu / Yamada, Yoshikazu	Model Vibration Test of Non-Linear Interaction for Ground-Pile Complex	178-188
Das, Braja M.	A Procedure for Estimation of Uplift Capacity of Rough Piles	122-126
Arai, Katsuhiko	Soft Clay Behavior Based on Minimization of Dissipated Energy	147-154
Nishigaki, Makoto	Some Aspects on Hydraulic Parameters of Saturated-Unsaturated Regional Ground-Water Flow	165-177
Yoshimi, Yoshiaki / Tokimatsu, Kohji	SPT Practice Survey and Comparative Tests	105-111
Matsuo, Minoru / Suzuki, Hisashi	Study on Reliability-Based Design of Improvement of Clay Layer by Sand Compaction Piles	112-122
Hanzawa, Hideo	Undrained Strength Characteristics of Normally Consolidated Aged Clay	39-49
Matsuo, Minoru / Suzuki, Hisashi	Use of Charts for Reliability-Based Design of Embankments on Saturated Clay Layer	13-26

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IssueID
54745
Publié(e) le:
01.01.2021
Modifié(e) le:
01.01.2021

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