Search for PARI Report/Technical Note
Laboratory Estimation of Invading Waves into A Long Navigation Basin -Report of Hydraulic Model Test on Nagoya Port-
Port and Airport Research Institute 004-11
November, 1965
Hydraulic Model Test Section
Yoshimi GODA,Mutumi FUJISHIMA,Takao KITATANI
An estimation of the height of waves invading into the Shonai Navigation Basin which will be formed between the new reclamation l...
tudy on Jet-Apparatus for Dredging (2nd Report) -Water and Sand Transport Characteristics of a Jet-Apparatus as Pressure Increaser in the Suction Pipe-
Port and Airport Research Institute 004-10
November, 1965
Hisao IWATA,Kiichiro FUJII
The general characteristics of the jet-apparatus for dreging were studied in the previous report. The theoretical equations deriv...
On the Earthquake Resistance of Anchored Sheet-Pile (1st Report) Model Vibration Tests of Anchored Sheet-Pile Walls in Dry Sand
Port and Airport Research Institute 004-09
November, 1965
Vibration Laboratory
Hideo ARAI,Toshiyuki YOKOI
Since the anchored sheet-pile walls are under the influence of the complicated soil condition, it is not easy to analyse the beha...
Study On Cargo Handling Capacity of General Cargo Berths
Port and Airport Research Institute 004-08
November, 1965
System and Management Section
Kazuo KUDO,Shyozo TAKANO,Yasuhide OKUYAMA
The determination of optimum number of berths under given conditions is one of the inevitable problems for all civil engineers eng...
The Secondary Interactions of Surface Waves
Port and Airport Research Institute 000-10
July, 1965
Tokuichi HAMADA
The Secondary Interactions of Surface Waves are treated in two roughly divided case. In Part Ⅰ, the case in which the first order...
The Study of Dredging Grab Bucket (First Report)
Port and Airport Research Institute 004-07
June, 1965
Motoi KONDO,Hisao IWATA,Toshiyuki UCHII
The experimental results on dredging capacities of model grab buckets (dredging volume if about 50 litters) for sand and gravel a...
Experimental Study on Salt Wedge in a channel of non-uniform depth
Port and Airport Research Institute 004-05
June, 1965
Yasuo KANEKO
In this report the behaviour of Salt Wedge which have been experimentally are presented. The Salt Wedge in an estuary non tidal m...
Study on the Pumping Efficiency of Jet-water Ejector
Port and Airport Research Institute 004-04
February, 1965
Teruaki MORIGUCHI
Jet Ejectors, because of their inherent reliability, are used in great depth dredger and in cutter suction dredger. In this paper...
Lateral Resistance of Vertical Anchor Piles
Port and Airport Research Institute 004-02-02
February, 1965
Foundations Laboratory
Koichi KUBO,Fujio SAIGUSA,Atsumi SUZUKI
Model tests are performed on a vertical pile which is used as an anchor of an earth retaining wall. A rigid wall (b=1.6m, h=0.5m)...
Note on the Earth Pressure in Earthquakes -on the Case of Dry Sand-
Port and Airport Research Institute 004-02-01
February, 1965
Vibration Laboratory
Hideo ARAI
The stress analysis in the semi-infinite dry sand stratum subjected to the horizontal force which relates to the seismic coeffici...
Rebound of Saturated Clay on Removal of Confining Pressure
Port and Airport Research Institute 004-01-03
February, 1965
Soil Investigation Section
Toshio FUJISHITA
Saturated clays rebound when a part of confining pressure is removed. Strength of soils in over-consolidated state is smaller tha...
Method of Stability Analysis and Its Programming for Use of Electronic Computer
Port and Airport Research Institute 004-01-02
February, 1965
Soil Mechanics Laboratory
Akio NAKASE,Kazuo KAMIYAMA
Bishop's method of slices for stability analysis is said to be more rigorous than any other methods of stability analysis...
Triaxial Test of Soils (1st Report)
Port and Airport Research Institute 004-01-01
February, 1965
Soil Mechanics Laboratory
Akio NAKASE,Shohei KISHI,Masaru KATSUNO
Details of the triaxial compression apparatus of the Imperial College type is reported. With this apparatus, consolidated undrain...