Search for PARI Report/Technical Note
Material Characteristics of Porous Concrete for Planting under Marine Environments
Port and Airport Research Institute 0819
December, 1995
Tsutomu FUKUTE,Hidenori HAMADA,Jun TANAKA,Masaaki MASHIMO
In order to meet the demand of planting or greening port facilities, a series of experiments on porous concrete in which plants ca...
Quality of Grouting Material for Concrete Pavements
Port and Airport Research Institute 0818
December, 1995
Yoshitaka HACHIYA,Tsutomu FUKUTE,Shuichi UMENO,Jun TANAKA
In this paper, the properties of the grouting material are investigated. First, laboratory tests were conducted on the material p...
Development of PHRI Mark II Geotechnical Centrifuge
Port and Airport Research Institute 0817
December, 1995
Masaki KITAZUME,Shogo MIYAJIMA
In 1980, Port and Harbour Research Institute (PHRI) constructed the first centrifuge (Mark I) with an effective radius of 3.8m. P...
Model Test on Countermeasure to Impulsive Tension of Mooring Buoy
Port and Airport Research Institute 0816
December, 1995
Tetsuya HIRAISHI,Yasuhiro TOMITA
In some isolated islands far from the Japanese main island, port facilities like a quay, sea wall and breskwater have not been co...
DEVELOPMENT OF VIRTUAL REALITY SYSTEM FOR WAVE TRANFORMATION IN COMMPUTER GRAPHICS
Port and Airport Research Institute 0815
December, 1995
Koji SAKAI,Hironao TAKAHASHI,Tetsuya HIRAISHI
Computer graphic technic has been widely applied to make the visual image of numerical simulation result. In the computer graphic...
Applicability of Wave Transformation Mobel in Boussinesq Equation
Port and Airport Research Institute 0814
December, 1995
Tetsuya HIRAISHI,Isao UEHARA,Yasumasa SUZUKI
The Boussinesq equation model has been applied to compute the wave height and period in shallow water. The wave diffraction and re...
Mechanism of Damage to Port Facilities during 1995 Hyogo-ken Nanbu Earthquake (Part 2) Damages -Quaywalls, Breakwaters, Seawalls -
Port and Airport Research Institute 0813-02
September, 1995
Structural Dynamics Laboratory
Shinichi TOYAMA,Yasuo MATSUNAGA
Hyogo-ken Nanbu Earthquake hits the Kobe Port which is one of major ports in the world, on the 17th JAN. '95. The aftermat...
Mechanism of Damage to Port Facilities during 1995 Hyogo-ken Nanbu Earthquake (Part 2) Damages - Port Traffic Facilities -
Port and Airport Research Institute 0813-02
September, 1995
Design and Construction Technology Laboratory
Hiroshi YOKOTA
This report presents the damages to port traffic facilities in Kobe Port and Amagasaki-Nishinomiya-Ashiya Port due to Hyogo-ken N...
Development of PHRI Mark II Geotechnical Centrifuge
Port and Airport Research Institute 0812
September, 1995
Masaki KITAZUME
In 1980, the Port and Harbour Research Institute (PHRI) constructed a geotechnical centrifuge (Mark I) of 3.8m effective radius. ...
Dispersion of Earth Pressure in Experiments and Earth Pressure Change due to the Relative Movement of the Neighboring Walls
Port and Airport Research Institute 0811
September, 1995
Yoshiaki KIKUCHI,Kunio TAKAHASHI,Takumi OGURA
Recently new design methods are highly requested for construction of port facilities. One of them is to introduce the limit state...
A Discussion on the Chloride Penetration into Concrete in Various Marine Environment
Port and Airport Research Institute 0810
September, 1995
H.Hamada,R.N.Swamy
The aim of this paper is to obtain a better understanding of the Processes of chloride penetration into hardened concrete exposed ...
A Study on the Relation between Landscape and Recognition in Descriptions of Seashore Scenery
Port and Airport Research Institute 0809
September, 1995
Michio HIGASHIJIMA,Toru KOBAYASHI,Masatoshi TAKESHITA
In this paper we analyzed descriptions of seashore scenery in sightseeing places, in order to grasp the relation between landscap...
Mechanism of Damage to Port Facilities during 1995 Hyogo-ken Nanbu Earthquake (Part 1) -Strong-Motion Earthquake Records in Port Areas-
Port and Airport Research Institute 0813-01
September, 1995
Geotechnical Earthquake Engineering Laboratory
Masafumi MIYATA,Yukihiro SATHO,Susumu IAI
At 05:46, January 17, 1995, an earthquake of JMA (Japan Meteorological Agency) Magnitude 7.2 hit middle part of Japan. The epicen...
Mechianism of Damage to Port Facilities during 1995 Hyogo-ken Nanbu Earthquake (Part 10) Dynamic Behavior of Container Crane
Port and Airport Research Institute 0813-10
September, 1995
Director of Machinery Division
Yoshiharu YOSHIDA
I inferred the behavior of the cranes of Kobe Port at the Hyougo-Ken-Nanbu Earthquake from their damages. I guess the cranes have ...
Mechanism of Damage to Port Facilities during 1995 Hyogo-ken Nanbu Earthquake (Part 9) Evaluation of Stability of Caisson Type Quaywalls by means of Present Design Ways and One-Dimensional Model Analyses
Port and Airport Research Institute 0813-09
September, 1995
Takashi NAGAO,Tetsuya KOIZUMI,Tsunehiko KISAKA,Kiyoshi TERAUCHI,Kouji HOSOKAWA,Youji KADOWAKI,Kenji UNO
This present report aims at evaluating the seismic stability of caisson type quaywalls in Kobe Port during the 1995 Hyogo-Ken Nan...
Mechanism of Damage to Port Facilities during 1995 Hyogo-ken Nanbu Earthquake (Part 8) Numerical Analysis on Sliding of Caisson -type Quaywall during Earthquake
Port and Airport Research Institute 0813-08
September, 1995
Earthquake Disaster Prevention Laboratory
Atsushi NOZU,Tatsuo UWABE,Takemitsu TAKANO
Two dimensional FEM dynamic analysis with joint element was conducted to investigatethe mechanism of damage to caisson-type quaywa...
Mechanism of Damage to Port Facilities during 1995 Hyogo-Ken Nanbu Earthquake (Part 7) Effective Stress Analysis on a Caisson Type Quay Wall
Port and Airport Research Institute 0813-07
September, 1995
Geotechnical Earthquake Engineering Laboratory
Susumu IAI,Koji ICHII,Toshikazu MORITA
A series of effective stress analysis were performed on a caisson type quay wall in Kobe Port during 1995 Hyogo-ken Nanbu earthqu...
Mechanism of Damage to Port Facilities during 1995 hyogo-ken Nanbu Earthquake (Part 6) Experimental study on the Behavior of Caissontype Quay Wall during Earthquake Using Underwater Shaking Table
Port and Airport Research Institute 0813-06
September, 1995
Structural Dynamics Laboratory
Takahiro SUGANO,Masaaki MITOH,Ken OIKAWA
During the 1995 Hyogo-Ken Nanbu Earthquake, many quay walls were damaged and most of these quay walls were caisson type. These ca...
Mechanism of Damage to Port Facilities during 1995 Hyogo-ken Nanbu Earthquake (Part 5) Liquefaction Potential of Reclaimed Land
Port and Airport Research Institute 0813-05
September, 1995
Hiroyuki YAMAZAKI,Kouki ZEN,Atsushi SADO,Toru TACHISHITA
The behavior of quay walls and breakwaters, damaged in Kobe Port during the 1995 great Hanshin earthquake, were investigated for ...
Mechanism of Damage to Port Facilities during 1995 Hyogo-ken Nunbu Earthquake (Part 4) Physical Characteristics of Reclaimed Land
Port and Airport Research Institute 0813-04
September, 1995
Kouki ZEN,Hiroyuki YAMAZAKI,Kenichiro MINAMI,Yoshitaka NAKAJIMA
The 1995 Hyogoken Nannbu (Great Hanshin) earthquake, boiled sand composed of the so-called Masado (weathered granite) was observe...