Search for PARI Report/Technical Note
Few Topical Problems on the Artificial Beach Fill
Port and Airport Research Institute 0260
March, 1977
Littoral Drift Laboratory
Norio TANAKA,Akira OGASAWARA,Hideo OSANAI
In this paper, the following three subjects are discussed independently each other, that is;a) On the characteristics of theproje...
Easy Programming of Computer Output Drawing
Port and Airport Research Institute 0259
March, 1977
Systems Laboratory
Yasuhide OKUYAMA,Yoshinobu HAYAFUJI,Yukihide YOSHIDA
According to the development of electronic computers, computer output drawing is prevailing. But drawing programs are usually diff...
An Annual Report for Wave Observation at Chosen Points (1975)
Port and Airport Research Institute 0258
March, 1977
Costal Obsevation Laboratory
Tomoharu TAKAHASHI,Tetsuya SASAKI,Munekazu HIROSE
In October of the 43rd year of Showa (1968), The Summary to carry out Wave Observations at Selected Stations was decided in Port ...
Influence of Operating Conditions of Grab Dredger on Turbidity
Port and Airport Research Institute 0257
March, 1977
Taisei KOIWA,Shyoji MIYAZAKI,Ken OTOMO,Yoichi SHIBUYA,Yasuo SHIRATORI,Shigeru KONO,Yoshiharu NAKAZONO,Hidetoshi TAKAHASHI,Kenji HAMADA,Yoshihiro SATO,Shigeru MATSUMOTO
This paper discusses the relationships between operating conditions and the turbidity caused by grab dredger having closed type g...
Laboratory Clay Sampling in a Testing Tank
Port and Airport Research Institute 0256
March, 1977
Soil Investigations Laboratory
Hiroyasu HORIE
By using three types of samplers, laboratory clay sampling was performed in the clay stratum produced in a testing tank. The perf...
Investigation Results on Deterioration of Reinforced Concrete Piled Wharf
Port and Airport Research Institute 0255
March, 1977
Hiroshi SEKI,Yoshikazu HORII
The reinforced concrete piled wharf inspected is composed of beams, slabs and piles, and has been exposed to comparatively mild n...
Examining on the Bearing Capacity of a Stripe Foundation under Eccentric and Inclined Loads
Port and Airport Research Institute 0254
March, 1977
Design Standard Laboratory
Ikuo MITSUHASHI,Akira SASADA
We have many gravity type structures. The type of their foundation is usually a stripe foundation which has rubble mound and sand...
Estimation of maximum ground acceleration around Osaka Bay area during great earthquakes
Port and Airport Research Institute 0253
March, 1977
Earthquake Resistant Struetures Laboratory
Tatsuo UWABE,Setsuo NODA,Tadaki CHIBA
In order to obtain the fundamental data which will be helpful in planning the countermeasures against the earthquake disaster, ac...
Estimation of maximum ground accelerations around the Pacific Coasts in Hokkaido during great earthquakes
Port and Airport Research Institute 0252
March, 1977
Setsuo NODA,Tatsuo UWABE,Tadaki CHIBA
In order to obtain the fundamental data which will be helpful in planning the countermeasures against the earthquake disaster, ac...
Observations of Earthquake Motions in Foundation Soil Layers of Shore Protection Facilities
Port and Airport Research Institute 0251
March, 1977
Vibration Laboratory
Hideo ARAI,Setsufumi SAITO
In order to make basic data on the earthquake resistance of the shore protection facilities, the earthquake motions in the founda...