土木学会論文集 (Doboku Gakkai rombunshū) - v. 1999, n. 617 (1999)

Publié:	1999

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Enomoto, Fumio / Yang, Xuesong / Uga, Kazuo	An Analysis Method For Prestressed Precast Culverts of A Flexible System Following Ground Subsidence In The Longitudinal Direction	31-47
Matsuoka, Hajime / Liu, Sihong	Bearing Capacity Improvement By Wrappingapart Of Foundation.	235-249
Ono, Takashi / Mitachi, Toshiyuki	The Behaviour Of Frozen And Thawed Clay Soil Under Axi-symmetric Triaxial Condition	275-282
Yohta, Hidemichi	Biochemical Weathering Of The Neogene Mudstone And Its Damages To Foundations	213-224
Jung, Jong-Bum / Moriwaki, Takeo / Sumioka, Nobuhiro / Kusakabe, Osamu	The Consolidation Behavior Of Clay Ground Improved By Partly Penetrated Scp	101-113
Xu, Guang-Li / Maeda, Yoshito / Ochiai, Hidetoshi / Yasufuku, Noriyuki / Sakate, Michiaki	Developme Nt And Interpretation Of The Self Boring In Situ Friction Test	191-200
Kusakabe, Shin / Morio, Satoshi / Okabayashi, Takumi / Fujii, Teruhisa / Hyodo, Masayuki	Development Of A Simplified Simple Shear Apparatus And Its Application To Various Liquefaction Tests	299-304
Matsushita, Eiji / Yamamoto, Tetsuro / Suzuki, Motoyuki	EFFECT OF pH ON CONSISTENCY OF SOILS	283-297
Nishimura, Jun / Hyodo, Masayuki / Nakata, Yukio / Murata, Hidekazu / Konami, Takeharu / Matsuoka, Hideaki	Effect Of Tensile Stiffness For Reinforcement Material On Tensile Stress Propagation In Geosynthetic-reinforced Soil Wall	151-161
Muro, Tatsuro / Kohno, Koichi / Yamamura, Shigeo	Effects Of A Skew Angle Of A Roller Cutter Bit Of Tunnel Boring Machine On The Excavation And Wear Characteristics	163-174
Karube, Daizo / Nonami, Satoshi / Tsurugasaki, Kazuhiro / Yamaguchi, Mitsuru	Effects Of Grain Shape And Particle Breakage On Shear Strength Of Parallel Grading Coarse Materials	201-211
Yamada, Fumitaka / Nakayama, Akihiko / Sakurai, Shunsuke	Estimation Of The Pore Volume In Rock Mass By Air Vacuuming	225-234
Yamamoto, Shigeki / Naruse, Yoshimi / Sonoda, Tamaki / Yamaura, Masayuki	Evaluation Of The Deformation Characteristics On Weathered Granite For Large-scale Bridge Foundation	19-29
Yasufuku, Noriyuki / Ochiai, Hidetoshi / Maeda, Yoshito	Geotechnical Analysis Of Skin Friction Of Cast-in-place Piles Related To Critical State Friction Angle	89-100
Kamao, Shoji / Yamada, Kiyoomi	Lateral Movement Of Highly Organic Soft Ground During Embankment Construction	65-76
Ohnishi, Yuzo / Asakawa, Makoto / Hayashi, Masayoshi	Prediction Of Existence Of Keyblock In Underground Cavern Excavation	115-124
Tohda, Jun / Yoshimura, Hiroshi	Proposal Of A Rational Design Method For Buried Flexible Pipes	49-63
Kawasaki, Satoru / Nakagawa, Kameichiro / Eto, Yoshitake / Nozaki, Akito / Koizumi, Kazuhiro	Quality Evaluation Of Deep Conglomerate Core Samples Based On Laboratory Tests	77-87
Yang, Junjie / Moroto, Nobuchika	Shear Strength Of Undisturbed Volcanic Cohesive Soils Undergoing Cementation	175-189
Kiyama, Hideo / Fujimura, Hisashi / Nishimura, Tsuyoshi / Ikezoe, Yasuo	Theoretical Construction Of Characteristic Curve Of Tunnel-support From A Two-dimensional Elastic Solution	139-149
Katsuyama, Katsuji / Nishihara, Akira / Ohta, Hideki	The Theory Of Charactaristic-line Field For Anisotropically Consolidated Clay	251-260
Noda, Toshihiro / Takaine, Toshihiro / Asaoka, Akira	Time Dependent Earth Pressure Behavior In Supported Excavation	125-138
Kobayashi, Ichizo / Iizuka, Atsushi / Ohta, Hideki	The Transition Of Localized Deformation Mode Developing In The Normally Consolidated Clay Specimen	1-18
Yuasa, Kusukatu / Sakaida, Shigeru / Kawase, Hiroshi / Ishiguro, Takeshi / Shimizu, Hideki / Kitagawa, Yoshinobu	Verification Of Improvement Effect Of Vibrational Compaction Method With Absorbing Excess Pore Water Pressure At Gravelly Ground	261-274

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59097
Publié(e) le:
24.08.2021
Modifié(e) le:
24.08.2021

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土木学会論文集 (Doboku Gakkai rombunshū) - v. 1999, n. 617 (1999)

Articles dans ce numéro

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土木学会論文集 (Doboku Gakkai rombunshū) - v. 1999, n. 617 (1999)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

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