土木学会論文集 (Doboku Gakkai rombunshū) - v. 1994, n. 505 (1994)

Publié:	1994

Auteur(s)	Titre	Page(s)
Sakurai, Shunsuke / Kawashima, Ikuo / Saragai, Akio / Akutagawa, Shinichi	Back Analysis Of The Non-elastic Deformational Behavior Of Ground Materials	133-140
Ishiguro, Takeshi / Iijima, Takeshi / Sugai, Masazumi / Shimada, Saburo	A Basic Study On The Vibrational Compaction Of Saturated Sands With Elimination Of Excess Pore-water Pressure	79-88
Ebisu, Seiji / Aydan, Ömer / Komura, Seiichi / Kawamoto, Toshikazu	Characterization Of Jointed Rock Masses For Rock Anchors	267-276
Okamoto, Masahiro / Ochi, Kenzo	Comparison Of Cyclic Undrained Strength Of Large Scle Specimens Of Sand Wite Different Specific Areas And Testing Methods	69-78
Wu, Xu / Ichikawa, Yasuaki / Kyoya, Takashi / Kawamoto, Toshikazu	A Damage Mechanics Approach For Jointed Rock Mass And Its Applicataton To Cavern Excavation Problem	115-122
Okada, Katsuya / Takagi, Kenji / Asakura, Toshihiro / Fujibayashi, Yukio	Design Method On Decreasing Of Heat Insulator Depth Of Adiabatic Double Lining In Long Tunnel	211-218
Nakata, Yukio / Yamamoto, Osami / Yasufuku, Noriyuki / Murata, Hidekazu / Hyodo, Masayuki	Development Of Automatic Hollow Cylinder Torsional Shear Apparatus And Its Application To Strain Controlled Test	329-332
Kanatani, Mamoru / Nishi, Koichi / Tohma, Jun'ichi / Ohnami, Masayuki	Development Of Nonlinear Analysis Method Of Ground Based On Effective Stress And Its Verificatins	49-58
Ikegawa, Yojiro	A Directed Body Theory For Computational Management Of Solid Geometry Of Rock Mass Structure	31-38
Matsuoka, Hajime / Sun, De'an	An Elasto-plastic Model For Frictional And Cohesive Materials Including Cranular Materials And Metals	201-210
Yasufuku, Noriyuki / Tanaka, Kunihiro / Murata, Hidekazu / Hyodo, Masayuki	End Bearing Capacity Of Pile In Highly Compressible Sands And Its Evaluation	191-200
Itabashi, Kazuo / Sato, Takeshi / Mori, Tomio / Wada, Hidetaka	Evaluation Method For The Disintegration Of Soft Rocks By Slaking Test	181-190
Umezaki, Takeo / Ochiai, Hidetoshi	An Evaluation Method of Undrained Shear Strength of Clay During Consolidation	307-317
Morio, Satoshi / Kusakabe, Shin / Yasufuku, Noriyuki / Hyodo, Masayuki	The Evaluation Of Anisotropic Sand Under Undrained Conditions Based On An Elasto-plastic Constitutive Model	287-296
Yang, Junjie / Ochiai, Hidetoshi / Hayashi, Shigenori	Evaluation Of Bearing Capacity Of Geogrid Reinforced Foundation	123-132
Matsuoka, Hajime / Sugiyama, Yoichiro	Failure Mechanism And Reinforcement Of Slope Composed Of Granular Materials	141-149
Khamehchiyan, Mashalah / Iwao, Yûshirô	Geotechnical Properties Of Ariake Clay In Saga Plain-japan	11-18
Hasegawa, Takashi / Murakami, Akira / Hamaguchi, Toshio	Identification Of Parameters Of Groundwater Flow Model By Extended Kalman Filter And Determination Of Pumping Rate Considering The Change Of Water Level	297-305
Kamei, Takeshi / Tokida, Makoto	Influence Of Hydrogen-ion Concentration Exponent On Undrained Shear Behaviour Of Bentonites	229-238
Ishiguro, Takeshi / Iijima, Takeshi / Shimizu, Hideki / Shimada, Saburo	Investigation About The Vibrational Compaction Work Of Saturated Sand Layers With Elimination Of Excess Pore-water Pressure	105-114
Fukushima, Shinji / Mochizuki, Yoshitoshi / Hatayama, Katsuaki / Aoki, Toshiaki	Investigation Of Grouting Effects To Implove Strength And Waterproof Of Ground In Shallow Tunnel Excavating By Natm	319-327
Koike, Takeshi / Imai, Toshio / Nakano, Shouzaburou	Liquefaction Hazard Prediction For Large Area Based On Gis	277-286
Ishizaki, Hitoshi	The Method Of Analysis For The Large-scale Composite Ground	151-160
Nakayama, Haruyuki	Microstructure Of Overconsolidated Clays And Its Shearing Behavior During Direct Shear Tests	161-170
Demura, Yoshinori / Ohta, Hideki / Matsuo, Minoru	Optimization Of Structure System Subjected To Settlement	171-180
Masuda, Toru / Einstein, Herbert H. / Mitachi, Toshiyuki	Prediction Of Lateral Deflection Of Diaphragm Wall In Deep Excavations	19-29
Yamamoto, Syuichi / Matsuoka, Hajime	A Relationship Between Fabric Changes And Shear Strain Of Granular Materials Under Shear	219-228
Hisatake, Masayasu / Murakami, Joji / Toki, Teruo / Murakami, Toshio	A Simple Method To Assess Tunnel Lining Stability And Its Application	249-256
Kanatani, Mamoru / Nishi, Koichi / Aoyama, Mizuaki / Ohnami, Masayuki	Sliding Of Nearshore Rigid Foundation Of Low Bearing Pressure On Mud Stone During Earthquakes	39-48
Iwasaki, Kimitoshi / Kamei, Takeshi	Soil Classification Using The Flat Dilatometer In Situ Testing Device And Its Reliability	239-247
Sasaki, Takeshi / Yoshinaka, Ryunoshin / Nagai, Fumio	A Study Of The Multiple Yield Models On Jointed Rock Mass By Finite Element Method	59-68
Kamei, Takeshi / Enomoto, Masao	Swelling Characteristics Of Partially Saturated Silt During Soaking	89-96
Mizutani, Toshinori / Inokuma, Akira	Technological Developments On Underground Space Use	1-9
Umezaki, Takeo / Ochiai, Hidetoshi / Hayashi, Shigenori	UNDRAINED SHEAR STRENGTH PROPERTIES OF CLAY UNDER THE CONDITION OF K₀-CONSOLIDATION AND PLANE STRAIN TRIAXIAL COMPRESSION	257-265
Kamei, Takeshi / Enomoto, Masao	Wetting-induced Collapse Behaviour Of Compacted Silty Soil	97-103

Auteur(s)

Titre

Page(s)

Sakurai, Shunsuke / Kawashima, Ikuo / Saragai, Akio / Akutagawa, Shinichi

Back Analysis Of The Non-elastic Deformational Behavior Of Ground Materials

133-140

Ishiguro, Takeshi / Iijima, Takeshi / Sugai, Masazumi / Shimada, Saburo

A Basic Study On The Vibrational Compaction Of Saturated Sands With Elimination Of Excess Pore-water Pressure

79-88

Ebisu, Seiji / Aydan, Ömer / Komura, Seiichi / Kawamoto, Toshikazu

Characterization Of Jointed Rock Masses For Rock Anchors

267-276

Okamoto, Masahiro / Ochi, Kenzo

Comparison Of Cyclic Undrained Strength Of Large Scle Specimens Of Sand Wite Different Specific Areas And Testing Methods

69-78

Wu, Xu / Ichikawa, Yasuaki / Kyoya, Takashi / Kawamoto, Toshikazu

A Damage Mechanics Approach For Jointed Rock Mass And Its Applicataton To Cavern Excavation Problem

115-122

Okada, Katsuya / Takagi, Kenji / Asakura, Toshihiro / Fujibayashi, Yukio

Design Method On Decreasing Of Heat Insulator Depth Of Adiabatic Double Lining In Long Tunnel

211-218

Nakata, Yukio / Yamamoto, Osami / Yasufuku, Noriyuki / Murata, Hidekazu / Hyodo, Masayuki

Development Of Automatic Hollow Cylinder Torsional Shear Apparatus And Its Application To Strain Controlled Test

329-332

Kanatani, Mamoru / Nishi, Koichi / Tohma, Jun'ichi / Ohnami, Masayuki

Development Of Nonlinear Analysis Method Of Ground Based On Effective Stress And Its Verificatins

49-58

Ikegawa, Yojiro

A Directed Body Theory For Computational Management Of Solid Geometry Of Rock Mass Structure

31-38

Matsuoka, Hajime / Sun, De'an

An Elasto-plastic Model For Frictional And Cohesive Materials Including Cranular Materials And Metals

201-210

Yasufuku, Noriyuki / Tanaka, Kunihiro / Murata, Hidekazu / Hyodo, Masayuki

End Bearing Capacity Of Pile In Highly Compressible Sands And Its Evaluation

191-200

Itabashi, Kazuo / Sato, Takeshi / Mori, Tomio / Wada, Hidetaka

Evaluation Method For The Disintegration Of Soft Rocks By Slaking Test

181-190

Umezaki, Takeo / Ochiai, Hidetoshi

An Evaluation Method of Undrained Shear Strength of Clay During Consolidation

307-317

Morio, Satoshi / Kusakabe, Shin / Yasufuku, Noriyuki / Hyodo, Masayuki

The Evaluation Of Anisotropic Sand Under Undrained Conditions Based On An Elasto-plastic Constitutive Model

287-296

Yang, Junjie / Ochiai, Hidetoshi / Hayashi, Shigenori

Evaluation Of Bearing Capacity Of Geogrid Reinforced Foundation

123-132

Matsuoka, Hajime / Sugiyama, Yoichiro

Failure Mechanism And Reinforcement Of Slope Composed Of Granular Materials

141-149

Khamehchiyan, Mashalah / Iwao, Yûshirô

Geotechnical Properties Of Ariake Clay In Saga Plain-japan

11-18

Hasegawa, Takashi / Murakami, Akira / Hamaguchi, Toshio

Identification Of Parameters Of Groundwater Flow Model By Extended Kalman Filter And Determination Of Pumping Rate Considering The Change Of Water Level

297-305

Kamei, Takeshi / Tokida, Makoto

Influence Of Hydrogen-ion Concentration Exponent On Undrained Shear Behaviour Of Bentonites

229-238

Ishiguro, Takeshi / Iijima, Takeshi / Shimizu, Hideki / Shimada, Saburo

Investigation About The Vibrational Compaction Work Of Saturated Sand Layers With Elimination Of Excess Pore-water Pressure

105-114

Fukushima, Shinji / Mochizuki, Yoshitoshi / Hatayama, Katsuaki / Aoki, Toshiaki

Investigation Of Grouting Effects To Implove Strength And Waterproof Of Ground In Shallow Tunnel Excavating By Natm

319-327

Koike, Takeshi / Imai, Toshio / Nakano, Shouzaburou

Liquefaction Hazard Prediction For Large Area Based On Gis

277-286

Ishizaki, Hitoshi

The Method Of Analysis For The Large-scale Composite Ground

151-160

Nakayama, Haruyuki

Microstructure Of Overconsolidated Clays And Its Shearing Behavior During Direct Shear Tests

161-170

Demura, Yoshinori / Ohta, Hideki / Matsuo, Minoru

Optimization Of Structure System Subjected To Settlement

171-180

Masuda, Toru / Einstein, Herbert H. / Mitachi, Toshiyuki

Prediction Of Lateral Deflection Of Diaphragm Wall In Deep Excavations

19-29

Yamamoto, Syuichi / Matsuoka, Hajime

A Relationship Between Fabric Changes And Shear Strain Of Granular Materials Under Shear

219-228

Hisatake, Masayasu / Murakami, Joji / Toki, Teruo / Murakami, Toshio

A Simple Method To Assess Tunnel Lining Stability And Its Application

249-256

Kanatani, Mamoru / Nishi, Koichi / Aoyama, Mizuaki / Ohnami, Masayuki

Sliding Of Nearshore Rigid Foundation Of Low Bearing Pressure On Mud Stone During Earthquakes

39-48

Iwasaki, Kimitoshi / Kamei, Takeshi

Soil Classification Using The Flat Dilatometer In Situ Testing Device And Its Reliability

239-247

Sasaki, Takeshi / Yoshinaka, Ryunoshin / Nagai, Fumio

A Study Of The Multiple Yield Models On Jointed Rock Mass By Finite Element Method

59-68

Kamei, Takeshi / Enomoto, Masao

Swelling Characteristics Of Partially Saturated Silt During Soaking

89-96

Mizutani, Toshinori / Inokuma, Akira

Technological Developments On Underground Space Use

1-9

Umezaki, Takeo / Ochiai, Hidetoshi / Hayashi, Shigenori

UNDRAINED SHEAR STRENGTH PROPERTIES OF CLAY UNDER THE CONDITION OF K₀-CONSOLIDATION AND PLANE STRAIN TRIAXIAL COMPRESSION

257-265

Kamei, Takeshi / Enomoto, Masao

Wetting-induced Collapse Behaviour Of Compacted Silty Soil

97-103

Publicité

土木学会論文集 (Doboku Gakkai rombunshū) - v. 1994, n. 505 (1994)

Articles dans ce numéro

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土木学会論文集 (Doboku Gakkai rombunshū) - v. 1994, n. 505 (1994)

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.

Données obligatoires

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.