Search for PARI Report/Technical Note
Field and Laboratory Measurments of Shear Modulus Profile in Seabed
Port and Airport Research Institute 029-04-01
December, 1990
Mohsen BADIEY,Kouki ZEN,Hiroyuki YAMAZAKI,Hideo SUZUKI
Field and laboratory experiments were conducted to measure the shear modulus profiles in the seabed at the port of Kawasaki locate...
Strain Space Plasticity Model for Cyclic Mobility
Port and Airport Research Institute 029-04-02
December, 1990
Geotechnical Earthquake Engineering Laboratory
Susumu IAI,Yasuo MATSUNAGA,Tomohiro KAMEOKA
The cyclic mobility model proposed in this paper is of a generalized plasticity-multiple mechanism type. The salient feature of t...
Parameter Identification for a Cyclic Mobility Model
Port and Airport Research Institute 029-04-03
December, 1990
Geotechnical Earthquake Engineering Laboratory
Susumu IAI,Yasuo MATSUNAGA,Tomohiro KAMEOKA
Within the framework of strain space plasticity approach for cyclic mobility (Iai et al, 1990), this paper shows how to represent...
Wave Hindcast Model Using the Hybrid-parameter Method (1st report) -Applicatiaon to the Tokyo Bay-
Port and Airport Research Institute 029-04-04
December, 1990
Toshihiko NAGAI,Chiaki GOTO,Koji KOBUNE
The parameter wave hindcast model for wind generated waves in short fetch sea, developed through the investigation using the data...
Durability of Steel-Concrete Composite Hybrid Members in Marine Environments
Port and Airport Research Institute 029-04-05
December, 1990
Hidenori HAMADA,Tsutomu FUKUTE,Masami ABE
Durability of Steel-concrete composite Hybrid members in marine environments is investigated. In order to gather data on corrosio...
Study on the Durability of Concrete Mixed with Sea Water
Port and Airport Research Institute 029-03-03
September, 1990
Tsutomu FUKUTE,Kunio YAMAMOTO,Hidenori HAMADA
In this paper, the influence of sea water as mixing water on the long term durability of concrete under marine environment is stud...
Estimation of Nonlinear Kernel Function of Weakly Nonlinear, Quasi-Gaussian Irregular Sea Waves
Port and Airport Research Institute 029-03-02
September, 1990
Maritime Obsevation Laboratory
Noriaki HASHIMOTO
As the first approximation, irregular sea waves are expressed as the superposition of infinite number of infinitesimal waves havin...
A study on Composition of Portscape
Port and Airport Research Institute 029-03-04
September, 1990
Kenji UESHIMA,Hiroshi KATO,Ushio SAITO
The purpose of this study is to identify the components and composition of portscape, which make the general public feel port. In...
Wave Hindcast Model For Short Fetch Sea
Port and Airport Research Institute 029-03-01
September, 1990
Ocean Energy Utilization Laboratory
Chikai GOTO,Koji SUETSUGU,Toshihiko NAGAI
A parameter wave hindcast model for wind generated waves in short fetch sea was developed through the investigation of the wind st...
Changes of Grain Distribution of Bed Material in the Surf Zone -Field Observation at Hazaki Oceanographical Research-
Port and Airport Research Institute 029-02-02
June, 1990
Kazumasa KATOH,Shin-ichi YANAGISHIMA,Yoshiaki KURIYAMA,Tomoyoshi ISOGAMI,Hiroyuki MURAKAMI,Makoto FUJITA
Bed materials have been sampled 15 times during one and half years along the research pier at Hazaki Oceanographical Research Fac...
Stability of Armour Units of Composite Breakwater Mound against Oblique Waves
Port and Airport Research Institute 029-02-01
June, 1990
Maritime Structues Laboratory
Shigeo TAKAHASHI,Katsutoshi KIMURA,Katsutoshi TANIMOTO
The rubble mound of composite breakwaters is usually covered with armour stones or armour concrete blocks. These armour materials...
Model Vibration Tests for the Seismic Earth Pressure Acting on the Rigid Caisson Foundation and Its Analyses
Port and Airport Research Institute 029-02-07
June, 1990
Structural Dynamics Laboratory
Motoki KAZAMA,Takamasa INATOMI,Kohji OHTSUKA
The seismic earth pressure acting on the rigid caisson foundation was studied by the model vibration tests. In order to account fo...
Load Carrying Capacity of Hybrid Beams Subjected to Flexure and Shear Forces
Port and Airport Research Institute 029-02-06
June, 1990
Structual Mechanics Laboratory
Hiroshi YOKOTA,Osamu KIYOMIYA
Hybrid structures with steel plates and concrete have considerable potential for use in offshore facilities. By replacing reinforc...
Bearing Capacity of Clay Ground Improved by Sand Compaction Piles of Low Replacement Area Ratio
Port and Airport Research Institute 029-02-05
June, 1990
Masaaki TERASHI,Masaki KITAZUME
In the construction of port facilities such as breakwaters or revetments, normally consolidated alluvial clay deposits often found...
Strength and Deformation Characteristics of Cement Treated Sands Used for Pre-Mixing Method
Port and Airport Research Institute 029-02-04
June, 1990
Kouki ZEN,Hiroyuki YAMAZAKI,Yasushi SATO
A new method to construct a liquefaction-free reclaimed land, called the Pre-mixing method, has been developed. As a part of the s...
Determination of the Horizontal Coefficient of Consolidation ch
Port and Airport Research Institute 029-02-03
June, 1990
Masaki KOBAYASHI,Jun-ichi MIZUKAMI,Takashi TSUCHIDA
The coefficient of consolidation is a foundamental parameter to estimate the rate of settlement of clayey ground. When clay is imp...
Wave and Block Forces on a Caisson Covered with Wave Dissipating Blocks
Port and Airport Research Institute 029-01-02
March, 1990
Maritime Structues Laboratory
Shigeo TAKAHASHI,Katsutoshi TANIMOTO,Ken'ichirou SHIMOSAKO
A series of model experiments have been carried out for a caisson covered with wave dissipating blocks. The characteristics of ra...
Mathematical Modeling of Mud Transport in Ports with a Multi-Layered Model -Application to Kumamoto Port-
Port and Airport Research Institute 029-01-01
March, 1990
Hydrodynamics Laboratory
Hiroichi TSURUYA,Kazuo MURAKAMI,Isao IRIE
Tree-demensional multi-layered mud transport model is presented. In Kumamoto Port which is under construction, extensive field me...