Search for PARI Report/Technical Note
Behavior of Sheet Pile Quay Wall Stabilized with Sea-side Ground Improvement
Port and Airport Research Institute 046-04
December, 2007
M. Ruhul Amin KHAN,Kimitoshi HAYANO,Masaki KITAZUME
The stability of sheet pile quay walls on a thick clay deposit against pseudo-static and dynamic loading was studied through two ...
Applicability of Typhoon Bogus and Mesoscale Model to Simulation of Storm Surges in Bays
Port and Airport Research Institute 046-03-03
September, 2007
Marine Hydrodynamics and Storm Surge Division
Hiroyasu KAWAI,Koji KAWAGUCHI
Marine wind is a major input for storm surge and waves. As the construction of an offshore wind observation facility is quite exp...
Long Term Observation of Nearshore Topography and Longshore Current in Sumiyoshi Beach using Video Camera
Port and Airport Research Institute 046-03-02
September, 2007
Coastal and Estuarine Environment Research Group
Kojiro SUZUKI
Beach topography and nearshore current has been observed by video monitoring system since Aug. 2001 until Mar. 2007 in Sumiyoshi ...
Applicability of Permeable-type Breakwater for Long Period Wave Countermeasure
Port and Airport Research Institute 046-03-01
September, 2007
Wave Division
Tetsuya HIRAISHI,Katsuya HIRAYAMA,Yasuhiko MINAMI
Large horizontal motion of moored large vessels and breaks of mooring ropes are mainly induced by long period waves traveling int...
Morphological Changes around Submerged Breakwater on the Niigata Coast
Port and Airport Research Institute 046-02-02
June, 2007
Littoral Drift Division
Yoshiaki KURIYAMA,Satomi YAMAGUCHI,Masaharu IKEGAMI,Akira ITO,Seiki TAKANO,Jyunichi TANAKA,Naoki TOMODA
Morphological data obtained for 16 years from 1989 to 2004 around a submerged breakwater on the Niigata coast, which is 40 m in w...
Cracking and Tension Stiffening Behavior of Corroded RC Members
Port and Airport Research Institute 046-02-01
June, 2007
Project Researcher
Jianguo DAI,Ema KATO,Mitsuyasu IWANAMI,Hiroshi YOKOTA
This paper studied experimentally and analytically the tension stiffening and cracking behavior of corroded uni-axial RC members....
Studies of Reliability based Design on Sand Compaction Pile Improved Ground
Port and Airport Research Institute 046-01-02
March, 2007
Masaki KITAZUME,Tsuyoshi NAGAO
Construction projects have often encountered very soft soil deposits, which can pose headache problems of stability and/or excess...
Studies of Reliability based Designon Deep Mixing Improved Ground
Port and Airport Research Institute 046-01-01
March, 2007
Masaki KITAZUME,Tsuyoshi NAGAO
Construction projects have often encountered very soft soil deposits, which can pose headache problems of stability and/or excess...