土木学会論文集 (Doboku Gakkai rombunshū) - v. 1988, n. 397 (September 1988)

Published:	September 1988

Author(s)	Title	Page(s)
Nakayama, Takashi / Nakamura, Nobuyoshi / Nakajima, Makoto	The Analysis Of Stiff Soil Ground Behavior Caused By Tunnel Driving With Pressured Slurry Shield Machine	133-141
Nishigori, Tetsuo / Watanabe, Masamichi / Niimura, Takayuki	Application Of A Diaphragm Wall To The Foundation Treatment Of The Tadami Dam	197-205
Morita, Yuukichi / Amano, Ayao / Takahashi, Hiroshi / Murata, Toshihiko	Construction Of Extra-deep Cylindrical Vertical Shaft In Reclaimed Ground By The Diaphragm Wall And Inverted Lining Method	187-195
Sakate, Michiaki / Yurugi, Masahiro	Control Of Thermal Cracking In Arch Abutments Constructed In Beppu Hotspring Region	167-176
Yoshikawa, Osamu / Sugiyama, Isao / Yamauchi, Yukihiro / Hakamada, Fumio	Design Concepts Of New Hamadera Bridge	27-33
Fujiwara, Toshio	Development of Foam Injection Shield Tunnelling Method	44-45
Goto, Isamu	Development of Inspection/Maintenance Vehicles for Honsyu-Shikoku Bridge	46-47
Yoshida, Hirotomo / Tanabe, Tadaaki / Umehara, Hidetaka / Uehara, Takumi	Development Of The System To Measure Three-dimensional Deflection Of Large Concrete Structures Using A Laser Diode And A Quadrant Pin Photo Diode	105-113
Kurihara, Kazuo / Mori, Akira / Tamura, Masahito	Experimental Study On Fracturing Phenomenon By Mud Suspension In Slurry Type Shield	95-104
Mikami, Ichizou / Hirokane, Michiyuki / Konoike, Kazusue	Expert System for Selection of Optimum Type of Earth Retaining Wall by Personal Computer	206-208
Kimura, Katsuhiko / Okada, Takeji / Wakayama, Sigemi / Goto, Sadao	Full Scale Experimental Study On High Strength Slurry Wall	143-150
Ohno, Sohei	Improvement on the New Connection Mechanism Between the Steel Pipe Sheet Pile Foundation and the Concrete Footing	48-49
Kumamoto, Tsutomu	Industrial Management-oriented Construction Process Control	123-132
Muro, Tatsuro / Watanabe, Masahiro	Influences Of Drill Bit Wear On Drillability Of Rotary Percussion Drill Machine Against Rock Mass	115-122
Keto, Hideyuki / Maeda, Yoshito / Uehara, Seiji / Kusakabe, Osamu	Large Scale Loading Tests Of Dangiri Footings On Shirasu Slope	75-84
Matsumoto, Yoshiji / Okada, Hiroshi / Uchida, Soukichi / Otsuka, Motoo	Multi-circular Face Shield (mfs) Tunnelling	17-26
Tsunokawa, Koji	An Optimal Control Model For Minimizing Life-cycle Costs of Highway Pavement Maintenance: Solution Procedures And Evaluation	59-66
Ishizaki, Katsuyoshi	Outline of Public Works Research Institute	35-38
Matsuura, Akio	Outline of Railway Technical Research Institute	39-42
Ninomiya, Toshiaki / Takemoto, Ryoshin / Takano, Takashi	Reutilization Of Waste/surplus Soils In Road Construction	177-185
Kozakura, Yoshitaka / Torii, Kunio / Takada, Kohji / Hasegawa, Syuichi	A Study Of Inspection System About Final Configuration Of Steel Bridges	159-165
Horiya, Shigekazu / Mori, Kunio / Ichikawa, Kei / Shibata, Toru	Study On Air Permeable Characteristics Of Porous Soft Rock And Effect Of Powder Grouting	51-58
Hirobe, Eiichi / Takase, Nobutada / Ujihashi, Yasuyuki	A Study On The Flood Behavior In The Middle And The Lower Courses Of A River	67-74
Togashi, Gaiichi	A Study On The Planning And Managing Of Japan's Long-span Suspension Bridge	1-16
Hasebe, Kaoru / Usuki, Seizou	A Theoretical Analysis And Experimental Study On A Grillage Girder Using Glued Laminated Timber	85-94
Muro, Tatsuro / Omoto, Kiyoshi / Futamura, Masaaki	Traffic Performance Of A Bulldozer Running On A Weak Terrain: Vehicle Model Test	151-157

Author(s)

Title

Page(s)

Nakayama, Takashi / Nakamura, Nobuyoshi / Nakajima, Makoto

The Analysis Of Stiff Soil Ground Behavior Caused By Tunnel Driving With Pressured Slurry Shield Machine

133-141

Nishigori, Tetsuo / Watanabe, Masamichi / Niimura, Takayuki

Application Of A Diaphragm Wall To The Foundation Treatment Of The Tadami Dam

197-205

Morita, Yuukichi / Amano, Ayao / Takahashi, Hiroshi / Murata, Toshihiko

Construction Of Extra-deep Cylindrical Vertical Shaft In Reclaimed Ground By The Diaphragm Wall And Inverted Lining Method

187-195