Search for PARI Report/Technical Note
A Study on Fractural Mechanism and Its Improvement for Underwater-Welded Steel Sheet Pile Structures
Port and Airport Research Institute 036-04-02
December, 1997
Tsutomu FUKUTE,Masami ABE,Hiroyuki HASEGAWA,Shirou MATSUDA
Steel sheet piles are indispensable material for construction of harbor structures and have been used with cathodic protection in...
Failure Probability of Breakwater Caisson Tidal Level Variation
Port and Airport Research Institute 036-04-01
December, 1997
Hiroyasu KAWAI,Tomotsuka TAKAYAMA,Yasumasa SUZUKI,Tetsuya HIRAISHII
In the present design method of breakwater, the safety factors for sliding and overturning should be larger than 1.2. But such sa...
A Study on the Properties of Concrete mixed with Crushed Concrete as Aggregate
Port and Airport Research Institute 036-03-02
September, 1997
Jun TANAKA,Tsutomu FUKUTE,Hidenori HAMADA,Akito DOUZONO
In this study, firstly the effects of concrete crushing procedure on properties of recycled aggregate were examined. The main res...
Mesocosm Experiments on the Effects of Physical Disturbance and Water Exchange on Benthic Communities
Port and Airport Research Institute 036-03-01
September, 1997
Tomohiro KUWAE,Yasushi HOSOKAWA,Keita FURUKAWA,Eiichi MIYOSHI,Eiji KIBE,Naoko EGUCHI
Indoor intertidal flat mesocosm experiments were conducted to examine the effects of physical disturbance and seawater exchange o...
Pure Torsional Properties of Composite Members Composed of Steel Plate and Concrete
Port and Airport Research Institute 036-02-04
June, 1997
Masao YAMADA,Osamu KIYOMIYA
Composite members made of steel plate and concrete have been applied to marine structures in Japan. Torsion properties of the comp...
Effective stress analyses on the performance of caisson type quay walls during 1995 Hyogoken-nanbu earthquake
Port and Airport Research Institute 036-02-03
June, 1997
Geotechnical Earthquake Engineering Laboratory
Koji ICHII,Susumu IAI,Toshikazu MORITA
A series of effective stress analyses are performed on a caisson type quay wall in Kobe port, which were severely damaged during ...
EVALUATION OF DEFORMATION TO THE PNEUMATIC CAISSON FOUNDATIONS OF THE KOBE OHASHI BRIDGE
Port and Airport Research Institute 036-02-02
June, 1997
Geotechnical Earthquake Engineering Laboratory
HanlongLiu,Susumu IAI,Koji ICHII,Toshikazu MORITA,Katuhiko OKASHITA
Many earth structures and foundations were damaged in Kobe port area during the 1995 Great Hanshin earthquake. Damage to the pneu...
Stability of Reinforced Retaining Systems under Artificial Gravity
Port and Airport Research Institute 036-02-01
March, 1997
Ali PORBAHA
This study investigates the failure characteristics of reinforced and unreinforced soil retaining structures backfilled with low q...
Evaluation of Safety of Breakwaters by the Reliability Based Design Method (2nd Report: Study on the Safety against Foundation Failure)
Port and Airport Research Institute 036-01-02
March, 1997
Takashi NAGAO,Youzi KADOWAKI,Takashi TSUCHIDA,Kiyoshi TERAUCHI
This present report aims at discussing the applicability of reliability based design methods to the design of breakwaters in view...
Failure of Cement Treated Fly Ash Ground
Port and Airport Research Institute 036-01-01
March, 1997
Masaki KITAZUME,Hiroshi YAMAMOTO
An experimental investigation was carried out to study the feasibility of using fly ash as a fill material for waterfront retaini...