土木学会論文集 (Doboku Gakkai rombunshū) - v. 1999, n. 624 (June 1999)

Published:	June 1999

Author(s)	Title	Page(s)
Gurung, Netra / Iwao, Yûshirô	Analytical Pull-out Model For Extensible Soil-reinforcements	11-20
Miura, Norihiko / Yamadera, Akira / Hino, Takenori	Consideration On Compression Properties Of M Clay Based On The Pore Size Distribution Measurement	203-215
Kimura, Sadao / Koizumi, Atsushi	A Design Method Of Shield Tunnel Lining Taking Into Account Of The Interaction Between The Lining And The Ground	123-134
Takeshita, Yuji / Nakazawa, Kazuma / Fukuda, Daiki / Kohno, Iichiro	Determination Of Unsaturated Soil Hydraulic Properties From Transient Outflow Experiments Using Genetic Algorithms	191-201
Toyota, Hirofumi / Takagai, Makoto	Dynamic Behavior Of 3-hinge Arch In Terre Armee Foundation	255-266
Zhang, Guo-Xin / Sugiura, Yasuhito / Hasegawa, Hiroo	Fracture Simulations Using Manifold And Singular Boundary Element Method	1-10
Ohtsuka, Masahiro / Yamazaki, Takeshi / Kusakabe, Osamu	Influence Of Backfill Grouting On Settlements Above Shield Tunnel In Soft Clay	51-64
Kato, Kazushi / Horikoshi, Kenichi / Matsumoto, Tatsunori / Kusakabe, Osamu	Interpretation Methods Of Statnamic Load Test Results	267-282
Yashima, Atsushi / Shigematsu, Hiroaki / Oka, Fusao / Nagaya, Jun-ichi	Mechanical Behavior And Micro-structure Of Osaka Upper-most Pleistocene Marine Clay	217-229
Kawamura, Shima / Miura, Seiichi / Yokohama, Shoji / Miyaura, Masahiro	Mechanical Behavior Of Sand Bed Beneath A Structure Subjected To Cyclic Loading	65-75
Kawamura, Shima / Miura, Seiichi / Yokohama, Shoji / Miyaura, Masahiro	Model Experiments On Failure Of Sand Bed Beneath A Structure Subjected To Cyclic Loading And Its Countermeasure	77-89
Uchiyama, Noburu / Katsura, Yutaka / Kamon, Masashi	New Effective Methods For Reducting Wall Deformation In Excavation Using Buttress-wall Type Ground Improvement	91-100
Ikegawa, Yojiro / Ito, Hiroshi / Ohnishi, Yuzo	A New Remote Monitoring System For Local Displacements On Rock Surfaces	183-190
Hori, Muneo / Koyama, Takanobu	Numerical Simulation Of Grouting By Two Grout Analysis Methods	21-30
Ozaki, Tetsuji / Shimogaki, Hisashi / Shiotsuki, Takahisa / Yoshida, Tsuneo	The Occurrence Of Highly Acidic Water In A Pond Due To Sedimentary Mudstone Layer And Measures Taken To Stabilize The Ph Value	283-291
Hori, Muneo / Koyama, Takanobu	Proposal Of Two Grout Analysis Methods	31-38
Jiang, Yujing / Nakagawa, Mitsuo / Esaki, Tetsuro	Quantitative Evaluation Of Mechanical Properties Of The Natural Rock Joints For Analyzing Behavior Of Structures In Discontinuous Rock Masses	231-243
Higuchi, Takaya / Aoki, Hisashi / Ishihara, Kenji / Tsukamoto, Yoshimichi / Masuo, Takayuki	Reinforcing Effects Of Geogrid Reinforced Sand In Large Scale Model Tests	135-144
He, Chuan / Koizumi, Atsushi	Shaking Tests And Dynamic Behavior Analyses In Longitudinal Direction Of Shield Tunnel Under Axial Seismic Force	165-181
He, Chuan / Koizumi, Atsushi	Shaking Tests And Dynamic Behavior Analyses In Longitudinal Direction Of Shield Tunnel Under Transverse Seismic Force	145-164
Kusumi, Harushige / Ashida, Yuzuru / Nishida, Kazuhiko / Ehara, Ryuji	Simulation Analysis On Geophysical Prospecting Of Improved Thin Layer By S-wave Reflection Method And Its Application	245-253
Yajima, Juichi / Numata, Yoshihisa / Nakane, Atsushi	A Study On Liquefaction Strength Evaluation Methods And Liquefaction Properties Of Fine Containing Sand	113-122
Arikawa, Kiwamu / Sakurai, Shunsuke / Nishitake, Shigeru	A Study On Tunnel Face Stabilization By Tank Test	39-49
Kinoshita, Naoto / Wakabayashi, Naruki / Ishida, Tuyoshi / Nakagawa, Koji	Thermal Failure Behavior Of Rock At High Temperatures	101-112

Author(s)

Title

Page(s)

Gurung, Netra / Iwao, Yûshirô

Analytical Pull-out Model For Extensible Soil-reinforcements

11-20

Miura, Norihiko / Yamadera, Akira / Hino, Takenori

Consideration On Compression Properties Of M Clay Based On The Pore Size Distribution Measurement

203-215

Kimura, Sadao / Koizumi, Atsushi

A Design Method Of Shield Tunnel Lining Taking Into Account Of The Interaction Between The Lining And The Ground

123-134