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Base de données et galerie internationale d'ouvrages d'art et du génie civil

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Soils and Foundations - v. 21, n. 2 (juin 1981)

Publié:	juin 1981

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Kitamura, Ryosuke	Analysis of Deformation Mechanism of Particulate Material at Particle Scale	85-98
Tatsuoka, Fumio / Iwasaki, Toshio / Tokida, Ken-Ichi / Kon-no, Masashx	Cyclic Undrained Triaxial Strength of Sampled Sand Affected by Confining Pressure	115-120
Shimizu, Masayoshi	Factors Affecting the Measurement of Volume Change of Cohesive Soils in Drained Triaxial Tests	121-128
Iwao, Yûshirô / Hiwatashi, Masami	The Impact Stress of PC Piles in the Soft Ariake Clay Bed	151-160
Kumamoto, Naoki / Yoshikuni, Hiroshi	A Key to Solution of the Irrotational Consolidation and its Application to Cylindrical Clay	35-46
Kitamura, Ryosuke	A Mechanical Model of Particulate Material Based on Stochastic Process	63-72
Matsuo, Minoru / Ueno, Makoto	Mechanical Significance of Probability of Failure as an Index for Prediction of Slope Failure	19-34
Nishida, Kazuhiko / Aoyama, Chiaki	Piping Phenomenon of Undisturbed Specimen of Decomposed Granite Soil	141-150
Kuroda, Katsuhiko / Chowdhury, Robin / Watanabe, Kunihiro	Probabilistic Modeling of Uncertainties in Sampling and Testing for Undrained Strength	47-62
Taniguchi, Eiichi / Okada, Susumu	Reduction of Ground Vibrations by Improving Soft Ground	99-113
Murthy, M. Krishna / Sridharan, A. / Nagaraj, T. S.	Shear Strength Behaviour of Overconsolidated Clays	73-83
Senior, R. Baker	Tensile Strength, Tension Cracks, and Stability of Slopes	1-17

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IssueID
54754
Publié(e) le:
01.01.2021
Modifié(e) le:
01.01.2021

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