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Soils and Foundations - v. 34, n. 4 (décembre 1994)

Publié:	décembre 1994

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Hanzawa, Hideo / Kishida, Takao / Fukasawa, Takeshi / Asada, Hideyuki	A Case Study of the Application of Direct Shear and Cone Penetration Tests to Soil Investigation, Design and Quality Control for Peaty Soils	13-22
Furukawa, Yukio / Fujita, Tatsushi	Estimation of the Degree of Weathering of Decomposed Granite Soils Distributed in the Abukuma Mountains and their Characteristics for Banking Materials	121-133
Mochizuki, Akitoshi / Kataoka, Masahiro / Sakaguchi, Osamu / Terashita, Masahiro	Evaluation of Weathering of Shales from Weathering Tests and Slaking Tests	109-119
Ishibashi, Isao / Perry, Curtis / Agarwal, Tarun K.	Experimental Determinations of Contact Friction for Spherical Glass Particles	79-84
Leshchinsky, Dov. / Kaliakin, Victor / Bose, Partha / Collin, James	Failure Mechanism in Geogrid-Reinforced Segmental Walls: Experimental Implications	33-41
So, Ei-Kon / Ying, Chang-Yun	Influence of Allophane Content on Lime-Gypsum Stabilized Volcanic Cohesive Soils	97-107
Enokido, Motonori / Sakata, Fumio / Sugiyama, Ryoichi / Ishii, Hiromitsu	A Method to Extract Geological Features from Borehole T.V. Image	135-140
Akagi, Hirokazu	A Physico-Chemical Approach to the Consolidation Mechanism of Soft Clays	43-50
Tanahashi, Hideaki	Probability-Based Prediction of Rotations of Structures Due to Differential Settlements	85-90
Shibuya, Satoru / Mitachi, Toshiyuki	Small Strain Shear Modulus of Clay Sedimentation in a State of Normal Consolidation	67-77
Zhang, Jian-min	Transient Shear Strength of Saturated Sand under Cyclic Loading Considering Strain-Rate Effect	51-65
Hyodo, Masayuki / Yamamoto, Yoichi / Sugiyama, Motohiro	Undrained Cyclic Shear Behaviour of Normally Consolidated Clay Subjected to Initial Static Shear Stress	1-11
Asaoka, Akira / Kodaka, Takeshi / Nozu, Mitsuo	Undrained Shear Strength of Clay Improved with Sand Compaction Piles	23-32

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54703
Publié(e) le:
01.01.2021
Modifié(e) le:
01.01.2021

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