Search for PARI Report/Technical Note
Studies on the Application of the Limit State Design Method to Reinforced Concrete Port Structures
Port and Airport Research Institute 1994120330404
December, 1994
Takeshi NAGAO
The limit state design method tends to be used for reinforced concrete structurtes is most of the countries, for it is more ratio...
Effects of Classified Fly Ash on Improving the Performance of Roller Compacted Concrete Pavements
Port and Airport Research Institute 033-04-03
December, 1994
Tsutomu FUKUTE,Kouji MIURA,Yoshinari TERANO,Mitsuhiro ISHII
A series of laboratory tests and a full scale test pavement are carried out to examine the effects of classified fly ash (CFA) on ...
Studies on Numerical Calculation of Crack Widths and Effect of Repair in Reinforced Concrete Members.
Port and Airport Research Institute 033-04-02
December, 1994
Structual Mechanics Laboratory
Osamu KIYOMIYA,Masao YAMADA,Naoyuki IKKI
A local bond stress-slip relationship between the reinforcing steel and concrete is one of main factors in numerical calculation ...
Determination of Undrained Shear Strength of Clayey Ground Measured by Vane Shear Tests
Port and Airport Research Institute 033-04-01
December, 1994
Geotechnical Survey Laboratory
Hiyoyuki TANAKA,Masanori TANAKA
Field vane shear strength is pressented for sevem Japanese soft clays and comppared with strength obtained from unconfined compre...
Velocity Distribution around Uneven Surface for Promotion of Larvae Settlement on Coastal Structure
Port and Airport Research Institute 033-03-01
September, 1994
Keita FURUKAWA,Zenichirou MURO,Yasushi HOSOKAWA
Maritime or coastal structures can be easily utilized as basement of larvae settlement when they have uneven surface. Setlement r...
Development of This Bonded Overlay Method using Roller Compacted Concrete
Port and Airport Research Institute 033-02-08
June, 1994
Tsutomu FUKUTE,Hidenori HAMADA,Kouji MIURA
Super-workable concrete has been expected to be realized to simplify the execution of concrete and to construct durable concrete ...
Development of This Bonded Overlay Method using Roller Compacted Concrete
Port and Airport Research Institute 033-02-07
June, 1994
Tsutomu FUKUTE,Kouji MIURA,Hidenori HAMADA,Yoshinari TERANO
The demand of strengthening of existing concrete pavements is increasing in many airports in Japan, because heavier aircraft have...
A Study of Current Density and Polarization Amounts by Cathodic Protection for Macro Cell Corrosion of Steel Bars in Concrete
Port and Airport Research Institute 033-02-06
June, 1994
Masami ABE,Tsutomu FUKUTE,Hidenori HAMADA,Kouji MIURA
For corrosion prevention method of steel bars in concrete structures damaged by salt attack under marine environments, a cathodic...
Mechanical Properties and Structural Design of Composite Footing
Port and Airport Research Institute 033-02-05
June, 1994
Structual Mechanics Laboratory
Osamu KIYOMIYA,Masao YAMADA
Composite slab with steel plate and reinforced concrete has excellent mechanical properties. Fabrication of long footing is possib...
Experimental Study on the Local Mud Scour near Submerged Walls
Port and Airport Research Institute 033-02-04
June, 1994
Hydrodynamics Laboratory
Hiroichi TSURUYA,Hiroshi YOSHINAGA,Toyoki SASAKI
Local mud scour near a submerged wall is investigated experimentally. The experiments are carried out for two phases. The aim of ...
Study on hydrodynamic characteristics of floating flexible barriar
Port and Airport Research Institute 033-02-03
June, 1994
Hydrodynamics Laboratory
Hiroichi TSURUYA,Hiroshi WATANABE,Daisuke YASUOKA,Masaharu KUDOH
Floating flexible barriers are used for preventing pollution caused by marine construction works accompanied by reclamation, dred...
Characteristics of the Dynamic Response of Composite Breakwater against Impulsive Breaking Wave Force
Port and Airport Research Institute 033-02-02
June, 1994
Maritime Structues Laboratory
Shigeo TAKAHASHI,Ken'ichirou SHIMOSAKO,Tatsuo UWABE
The magnitude of impulsive pressure internsity is quite large, being several times that of ordinary wave pressure. However, the s...
Effect of Spectral Peakedness on Wave Grouping Characteristics
Port and Airport Research Institute 033-02-01
June, 1994
Hydraulic Engineering Division Wave Laboratory
It has been reported that large waves are formed into a group. In this paper, the effect of the spectral peakedness on the wave g...
Predicting System of Wave Conditions and Movements of Moored Ships in Harbour
Port and Airport Research Institute 033-01-03
March, 1994
Offshore Structures Laboratory
Shigeru UEDA,Toshihiko NAGAI,Tetsuya HIRAISHI,Satoru SHIRAISHI,Satomi KIUCHI,Akio KOBAYASHI
This paper describes a system for predicting the wave height distribution and movement of moored ships in harbour. The system has...
Flow Analysis on Tidal Flow Generator -Hydraulic Experiments and Numerical Simulation-
Port and Airport Research Institute 033-01-02
March, 1994
Keita FURUKAWA,Takayuki HIRANO,Yasushi HOSOKAWA
Hydraulic experiments and a numerical simulation were carried out for a Tidal Flow Generator (TFG). The TFG is an assembly of bre...
Experimental Study on People's Carriage into the Sea Caused by Overtopping Waves on Breakwaters -A Study on Amenity-oriented Port Structures (3rd Rept.)-
Port and Airport Research Institute 033-01-01
March, 1994
Maritime Structues Laboratory
Shigeo TAKAHASHI,Kimihiko ENDOH,Zeni-chirou MURO
The studies on amenity-oriented port structures are being conducted as one of the special projects at PHRI from 1990. This is the...