土木学会論文集 (Doboku Gakkai rombunshū) - v. 2000, n. 666 (Dezember 2000)

Erschienen:	Dezember 2000

Autor(en)	Titel	Seite(n)
Miyata, Yoshihisa / Kogure, Keiji / Shigehisa, Shin-ichi	Analytical Study On The Stability Of Cohesive Soil Embankments Using Non-woven Geotextile	193-202
Fukushima, Shinji / Kitajima, Akira / Ishiguro, Kazuo / Ikeda, Yasuhiro / Sakamaki, Katsuyuki / Tani, Shigeru	Applicability Of Cement-stabilized Pond-mud Soil As Embankment Material For Irrigation Pond Dam Repairment	99-116
Tanaka, Masanori / Tanaka, Hiroyuki / Asano, Jun-ichi / Azuma, Ken-ichi	Applicability Of In-situ Site Investigation Methods In Evaluating The Flyash-gypsum-cement (FGC) Treated Medium Strength Ground	89-97
Ohnishi, Yuzo / Ohtsu, Hiroyasu / Yano, Takao / Hashimura, Yoshito / Kato, Masahiro	The Application Of The Analysis Method Considering The Change Of Geometrical Condition Of Joint Surface During Shear Procedure For The Prediction Of The Shear Strength	145-158
Kido, Kentaro / Yoshinaka, Ryunoshin / Hagiwara, Katsuo / Sasaki, Takeshi / Sasaki, Katsuji	Approach To Analytical And Observational Evaluation Of Stability And Deformation Behavior Of Large Excavated Rock Slopes	231-243
Hirano, Kunso / Hashizume, Tetsuharu / Yamada, Tokuyoshi / Fukushima, Shinji / Kitajima, Akira	Behavior And Stability Investigation Of High Embankment Constructed In Large Scale Land Development Project At Weathered Granite Rock District	303-320
Fukumoto, Takeaki / Tasaki, Takumi / Oguni, Takuma	CBR Characteristics Of Gap-grading Base Course Materials For Road	219-229
Adachi, Toshihisa / Nakashima, Shinichiro / Kishida, Kiyoshi / Izu, Yoshihiro	Development Of Dam Model Test And Experimental Study Of The Stress Distribution In Dam Foundation	245-259
Itabashi, Kazuo / Wada, Hidetaka / Sato, Takeshi / Iwata, Masaru	The Disintegration And Settlement Behaviour Of The Mizunami Mud Rock By In-situ Exposure Test	269-278
Anan, Kenichi / Ugai, Keizo / Wakai, Akihiko / Cai, Fei	Earth Pressure And Ground Response During Excavation Of Shaft And Opening Of Shield Entrance	169-180
Yamamoto, Kiyohito / Kobayashi, Akira / Fujii, Koichi	Effect Of Degradation Due To Freezing And Thawing On The Mechanical Properties Of Rock	35-44
Kawabata, Shinichiro / Kamiya, Mitsuhiko	Effect Of Water Retention On Frost Heave Characteristics Of Lime-stabilized Soils	261-268
Adachi, Toshihisa / Oka, Fusao / Kodaka, Takeshi / Kobayashi, Hideyuki / Osaki, Hitomi	Effects Of Confining Pressure On Deformation And Failure Of Soft Rock And Strain Softening Type Elasto-plastic Model	117-126
Toyota, Hirofumi / Itoh, Toshiaki	Effects Of Shaking Conditions And Material Properties On Dynamic Behavior Of Terre Armee Foundation And 3-hinge Arch	279-289
Tanaka, Yukihisa / Kanatani, Mamoru / Hataya, Ryuta / Sato, Kiyotaka / Kawai, Tadashi / Kudo, Koji	Evaluation Of Liquefaction Potential Of Gravelly Soil Layer Based On Field Performance Data	55-72
Kawakubo, Shohhei / Yuki, Noriyuki	Evaluation Of Rock Mass Deformability By Elastic Exact Solution In Borehole Jack Test	45-53
Shimada, Tadanori / Hirano, Takeshi	Field Test Results Of The Vertical Earth Pressure Reduction Effect By Placing Expanded Polystyrol On Rigid Culverts	203-218
Shibi, Toshihide / Yatomi, Chikayoshi / Kamei, Takeshi	Influences Of Aspect Ratio On The Bifurcation Analysis For A Normally Consolidated Clay Under The Plane Strain Undrained Compression Loadings	181-192
Kusumi, Harushige / Ashida, Yuzuru / Nishida, Kazuhiko / Kawaguchi, Takuya / Hayashi, Tetsuaki	A Method To Estimate Continuous Distribution Of Strength In Improved Layer Of Ground By S-wave Reflection Method	333-338
Kawai, Katsuyuki / Karube, Daizo / Ashida, Wataru / Kado, Yoshitane	Modeling Of Water Retention Curves With Effects Of Void Ratio	291-302
Katagiri, Masaaki / Ishii, Takeshi / Saitoh, Kunio / Masuda, Torn / Aizawa, Fuminari / Ugai, Keizo	Observation And Evaluation On Failure Mechanism Of Slurry Trenches In Sandy Ground	127-143
Tobe, Noburu / Taniguti, Harumi / Enoiido, Motonori	On The Soil-freezing Method Under The Influence Of Ground Water Flow	73-88
	A Review On Countermeasures For Prevention Of Natural Disasters Due To Volcanic Activities	1-20
Morimoto, Hiroyuki / Nishida, Kazuhiko / Nishigata, Tatuaki / Tamano, Tomio	Shape Of Japanese Castle's Masonry Wall At Corner And Its Numerical Evaluation	159-168
Ueno, Katsutoshi / Takashima, Shinya / Mochizuki, Akitoshi / Ma, Xianfeng	Simple Measurement Of Displacement Field Of Sand By Image Processing	339-344
Okuyama, Kazunori / Kawahara, Toshiyuki / Fujiwara, Mieko / Hirakawa, Takeshi / Kitagawa, Ryuji / Yaghi, Norio	SYSTEM FOR ESTIMATING IN-SITU ANGLE OF SHEAR RESISTANCE φ_d OF DECOMPOSED GRANITE SOIL	321-331
Nishimura, Jun / Hyodo, Masayuki / Nakata, Yukio / Murata, Hidekazu / Konami, Takeharu / Matsuoka, Toshio	Wall Displacement And Tensile Force Distribution On Geosynthetics In Reinforced Soil Wall	21-33

Autor(en)

Titel

Seite(n)

Miyata, Yoshihisa / Kogure, Keiji / Shigehisa, Shin-ichi

Analytical Study On The Stability Of Cohesive Soil Embankments Using Non-woven Geotextile

193-202

Fukushima, Shinji / Kitajima, Akira / Ishiguro, Kazuo / Ikeda, Yasuhiro / Sakamaki, Katsuyuki / Tani, Shigeru

Applicability Of Cement-stabilized Pond-mud Soil As Embankment Material For Irrigation Pond Dam Repairment

99-116

Tanaka, Masanori / Tanaka, Hiroyuki / Asano, Jun-ichi / Azuma, Ken-ichi

Applicability Of In-situ Site Investigation Methods In Evaluating The Flyash-gypsum-cement (FGC) Treated Medium Strength Ground

89-97

Ohnishi, Yuzo / Ohtsu, Hiroyasu / Yano, Takao / Hashimura, Yoshito / Kato, Masahiro

The Application Of The Analysis Method Considering The Change Of Geometrical Condition Of Joint Surface During Shear Procedure For The Prediction Of The Shear Strength

145-158

Kido, Kentaro / Yoshinaka, Ryunoshin / Hagiwara, Katsuo / Sasaki, Takeshi / Sasaki, Katsuji

Approach To Analytical And Observational Evaluation Of Stability And Deformation Behavior Of Large Excavated Rock Slopes

231-243

Hirano, Kunso / Hashizume, Tetsuharu / Yamada, Tokuyoshi / Fukushima, Shinji / Kitajima, Akira

Behavior And Stability Investigation Of High Embankment Constructed In Large Scale Land Development Project At Weathered Granite Rock District

303-320

Fukumoto, Takeaki / Tasaki, Takumi / Oguni, Takuma

CBR Characteristics Of Gap-grading Base Course Materials For Road

219-229

Adachi, Toshihisa / Nakashima, Shinichiro / Kishida, Kiyoshi / Izu, Yoshihiro

Development Of Dam Model Test And Experimental Study Of The Stress Distribution In Dam Foundation

245-259

Itabashi, Kazuo / Wada, Hidetaka / Sato, Takeshi / Iwata, Masaru

The Disintegration And Settlement Behaviour Of The Mizunami Mud Rock By In-situ Exposure Test

269-278

Anan, Kenichi / Ugai, Keizo / Wakai, Akihiko / Cai, Fei

Earth Pressure And Ground Response During Excavation Of Shaft And Opening Of Shield Entrance

169-180

Yamamoto, Kiyohito / Kobayashi, Akira / Fujii, Koichi

Effect Of Degradation Due To Freezing And Thawing On The Mechanical Properties Of Rock

35-44

Kawabata, Shinichiro / Kamiya, Mitsuhiko

Effect Of Water Retention On Frost Heave Characteristics Of Lime-stabilized Soils

261-268

Adachi, Toshihisa / Oka, Fusao / Kodaka, Takeshi / Kobayashi, Hideyuki / Osaki, Hitomi

Effects Of Confining Pressure On Deformation And Failure Of Soft Rock And Strain Softening Type Elasto-plastic Model

117-126

Toyota, Hirofumi / Itoh, Toshiaki

Effects Of Shaking Conditions And Material Properties On Dynamic Behavior Of Terre Armee Foundation And 3-hinge Arch

279-289

Tanaka, Yukihisa / Kanatani, Mamoru / Hataya, Ryuta / Sato, Kiyotaka / Kawai, Tadashi / Kudo, Koji

Evaluation Of Liquefaction Potential Of Gravelly Soil Layer Based On Field Performance Data

55-72

Kawakubo, Shohhei / Yuki, Noriyuki

Evaluation Of Rock Mass Deformability By Elastic Exact Solution In Borehole Jack Test

45-53

Shimada, Tadanori / Hirano, Takeshi

Field Test Results Of The Vertical Earth Pressure Reduction Effect By Placing Expanded Polystyrol On Rigid Culverts

203-218

Shibi, Toshihide / Yatomi, Chikayoshi / Kamei, Takeshi

Influences Of Aspect Ratio On The Bifurcation Analysis For A Normally Consolidated Clay Under The Plane Strain Undrained Compression Loadings

181-192

Kusumi, Harushige / Ashida, Yuzuru / Nishida, Kazuhiko / Kawaguchi, Takuya / Hayashi, Tetsuaki

A Method To Estimate Continuous Distribution Of Strength In Improved Layer Of Ground By S-wave Reflection Method

333-338

Kawai, Katsuyuki / Karube, Daizo / Ashida, Wataru / Kado, Yoshitane

Modeling Of Water Retention Curves With Effects Of Void Ratio

291-302

Katagiri, Masaaki / Ishii, Takeshi / Saitoh, Kunio / Masuda, Torn / Aizawa, Fuminari / Ugai, Keizo

Observation And Evaluation On Failure Mechanism Of Slurry Trenches In Sandy Ground

127-143

Tobe, Noburu / Taniguti, Harumi / Enoiido, Motonori

On The Soil-freezing Method Under The Influence Of Ground Water Flow

73-88

A Review On Countermeasures For Prevention Of Natural Disasters Due To Volcanic Activities

1-20

Morimoto, Hiroyuki / Nishida, Kazuhiko / Nishigata, Tatuaki / Tamano, Tomio

Shape Of Japanese Castle's Masonry Wall At Corner And Its Numerical Evaluation

159-168

Ueno, Katsutoshi / Takashima, Shinya / Mochizuki, Akitoshi / Ma, Xianfeng

Simple Measurement Of Displacement Field Of Sand By Image Processing

339-344

Okuyama, Kazunori / Kawahara, Toshiyuki / Fujiwara, Mieko / Hirakawa, Takeshi / Kitagawa, Ryuji / Yaghi, Norio

SYSTEM FOR ESTIMATING IN-SITU ANGLE OF SHEAR RESISTANCE φ_d OF DECOMPOSED GRANITE SOIL

321-331

Nishimura, Jun / Hyodo, Masayuki / Nakata, Yukio / Murata, Hidekazu / Konami, Takeharu / Matsuoka, Toshio

Wall Displacement And Tensile Force Distribution On Geosynthetics In Reinforced Soil Wall

21-33

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土木学会論文集 (Doboku Gakkai rombunshū) - v. 2000, n. 666 (Dezember 2000)

Artikel in dieser Ausgabe

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土木学会論文集 (Doboku Gakkai rombunshū) - v. 2000, n. 666 (Dezember 2000)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.