土木学会論文集 (Doboku Gakkai rombunshū) - v. 1993, n. 481 (1993)

Publié:	1993

Auteur(s)	Titre	Page(s)
Esaki, Tetsuro / Jiang, Yujing / Aikawa, Akira	An Analysis On Behavior of Strain-softening And Dilatant Rock Around An Opening Under Non-hydrostatic Stress Condition	41-48
Mori, Kunio / Shibata, Toru / Horiya, Shigekazu	Analytical Study On Fine Particle Injection To The Ground	21-30
Moriwaki, Tomio / Ohkawa, Hideo	The Behavior Of Ground Anchorages In Single Stratum	155-164
Katayama, Tadashi / Hitachi, Sosuke / Kitazume, Masaki / Aihara, Naohiro	Centrifuge Model Tests On Soft Clay Improved By Fabri-packed Sand Drain	107-115
Kishino, Yuji	Characteristic Deformation Analysis Of Granular Materials	87-95
Kamei, Takeshi / Otani, Jun / Nakamura, Yoshihiro	Comparison Of Elastic Wave Velocities Using Downhole And Suspension Technioues	187-198
Wakita, Eiji	Consolidation Settlement Prediction By Adaptive Observer	49-58
Igarashi, Shunichi	Dislocation Energy Of Liquefaction	175-186
Suzuki, Kiichi / Sugano, Takahiro / Yanagisawa, Eiji	Drained Shear Behaviour Of Sand With Inherent Anisotropy	117-124
Oshima, Akihiko / Takada, Naotoshi	Effect Of Tamping Conditions On Compaction And Deformation By Heavy Tamping In Centrifuge	135-143
Aoki, Kenji / Hisatake, Masayasu / Murakami, Toshio	Estimation Methods of Lining Stresses from Tunnel Convergence Data Masayasu HISATAKE and Toshio MURAKAMI	199-200
Akagi, Hirokazu / Komiya, Kazuhito	Finite Element Analyses Of The Stress-deformation Behavior Considering The Execution Procedures During Shield Work	59-68
Miura, Norihiko / Park, Yeongmog / Madhav, Madhira R.	Fundamental Study On Drainage Performance Of Plastic-board Drains	31-40
Umeda, Yoshihiko / Nishigaki, Makoto / Kono, Iichiro	Research On Prediction Of Soil Water Behavior During Ground Freezing Under Closed System Condition	165-173
Hibino, Satoshi / Motojima, Mutsumi	Rock Behaviour During Excavation Of Large Scale Cavern And Proposal Of Lining Design Concept	125-134
Nishida, Kazuhiko / Inoue, Keiji / Nakayama, Yoshihisa	The Shear Behavior Of Sensitive Clay Subjected To Repeated Loading	1-10
Oka, Nobuhiko / Kazama, Hidehiko / Akutagawa, Sinji / Oda, Masanobu	Site Characteristics Of Slope Failures Caused By Rainfall	11-20
Ohtsu, Hiroyasu / Ohnishi, Yuzo / Taki, Haruo / Kamemura, Katsumi	A Study On Problems Of Excavation Analysis Based On The Concept Of Effective Stress	77-85
Takamatsu, Nobuyuki / Murakami, Hirotomo / Koizumi, Atsushi	Study On The Analytical Model On Bending Behavior In Longitudinal Direction Of Shield Tunnel With Secondary Lining	97-106
Ueshita, Kano / Daito, Kenii / Lee, Hong-Gyu / Nakamura, Yoshio	Study On The Passive Pressure Type Field Shear Test For Gravelly Soils	69-75
Ohta, Hideki / Nishihara, Akira / Iizuka, Atsushi / Sugie, Shigehiko	Vane Strength In Anisotropically Consolidated Clay Deposits	145-154

Auteur(s)

Titre

Page(s)

Esaki, Tetsuro / Jiang, Yujing / Aikawa, Akira

An Analysis On Behavior of Strain-softening And Dilatant Rock Around An Opening Under Non-hydrostatic Stress Condition

41-48

Mori, Kunio / Shibata, Toru / Horiya, Shigekazu

Analytical Study On Fine Particle Injection To The Ground

21-30

Moriwaki, Tomio / Ohkawa, Hideo

The Behavior Of Ground Anchorages In Single Stratum

155-164