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1〜20 articles out of 20 articles

Lateral Resistance of Short Piles

Port and Airport Research Institute      005-13

September, 1966

Head of Soils Division
Koichi KUBO

 Lateral load tests of 33 model steel piles were perf ormed in cohesionless soil to study the behaviour of short piles with the fo...

ON THE STABILITY OF BREAKWATERS

Port and Airport Research Institute      005-14

September, 1966

Breakwaters Laboratory
Yoshiyuki ITO,Mutsumi FUJISHIMA,Takao KITATANI

 Breakwaters have been built since long ago and the design criteria have arleady been almost established through successful and un...

INVESTIGATION ON USE OF HIGH STRENGTH DEFORMED BAERS FOR HARBOUR CONSTRUCTION WORKS (PART-I)

Port and Airport Research Institute      005-15

September, 1966


Yuzo AKATUKA,Hiroshi SEKI

 This paper describes the results of an investigation on the use of high strength deformed bars for the reinforce concretes in har...

A Note on the Development of Wind Waves in an Experiment

Port and Airport Research Institute      000-12-02

June, 1966


Tokuichi HAMADA,Akihiko SHIBAYAMA,Hajime KATO

This is a note paper of experiment in an air-water experimetal waterway. Two cases of the uniform depth of water 50cm and of the u...

THE STUDY OF DREDGING GRAB BUCKET (SECOND REPORT)

Port and Airport Research Institute      005-07

June, 1966


Hisao IWATA

 In this report, the author presents the experimental results of the relation betneen the dredging capacity of model grab-buckets ...

On the f-5 Law of wind-Generated Waves -An Experimental Supplement-

Port and Airport Research Institute      000-12-01

June, 1966


Tokuichi HAMADA

The frequency spectra of the wave profile are measured for wind waves generated by the air flow on water surface in a waterway, in...

Studies on steel corrosion at harbors (1st Report) Study on estimating method of steel corrosion rate

Port and Airport Research Institute      005-08

June, 1966


Kazuaki ZEN

 Recently, steel has been used as leading material for constructing harbor structures in the shape of sheet pile, pipe and H-shape...

Studies on Protective Method of Steel Structures at Harbors (1st Report) Protective Method by Means of Hardened Cement Coating

Port and Airport Research Institute      005-09

June, 1966


Kazuaki ZEN

 Usualy cathodic protection has been used as protective method for steel structures at harbors, but there are still some problems ...

STUDY ON FINITE AMPLITUDE STANDING WAVES AND THEIR PRESSURES UPON A VERTICAL WALL

Port and Airport Research Institute      005-10

June, 1966

Hydraulic Model Test Section
Yoshimi GODA,Shusaku KAKIZAKI

 The problem of standing wave pressures upon a vertical wall is one of basic questions to be solved for the reliable design of mar...

Study on the Scouring at the Foot of Coastal Structure (1st Report) -Experimental Study on the Scoring at the Foot of Vertical Wall due to Waves-

Port and Airport Research Institute      005-11

June, 1966


Shoji SATO,Norio TANAKA,Isao IRIE

 The scouring around the coastal structure is one of the important problems for the design and construction of the strcuture. But ...

Bearing Capacity of Cohesive Soil Stratum

Port and Airport Research Institute      005-12

June, 1966


Akio NAKASE

 The φu=0 analysis has been successfully used for the stability analysis of earth structures on cohesice soil stratum at or near e...

STUDY OF IMPULSIVE BREAKING WAVE FORCES ON PILES

Port and Airport Research Institute      005-06

April, 1966

Hydraulic Model Test Section
Yoshimi GODA,Suketo HARANAKA,Masaki KITAHATA

The force exerted on piles by waves is usually expressed as the sum of the drag force and the virtual mass force. When breaking wa...

The Fundamental Study about the Theory of Water Ejector and its Designing

Port and Airport Research Institute      005-05

January, 1966


Jin MATSUDA,Motoi KONDO,Teruaki MORIGUCHI

This paper presents the test results of a water ejector and new procedure to design it. A water ejector is applicable for dredging...

Study of Boring and Sampling of Saturated Clays (Ⅰst Report)

Port and Airport Research Institute      005-04

January, 1966


Toshio FUJISHITA,Kazuaki MATSUMOTO,Hiroyasu HORIE

An extensive field test was performed to study the influence of the size and hardness of sampler tube upon the degree of dis

Studies on the Vibration Charateristics of Fill-Type Embankments

Port and Airport Research Institute      005-03

January, 1966


Hiromasa FUKUUCHI,Nobuo MIYAJIMA,Ikuhiko YAMASHITA

Recently, many large earth-or rock-fill embnakments have been constructed in Japan. And it is an urgent problem to establish a rea...

The influence of the rate of strain on the undrained strength of soil

Port and Airport Research Institute      005-02-02

January, 1966


Masatoshi SAWAGUCHI

There have been as yet no definite opinions as to what rate of strain should be used to obtain the undrained shearing strength of ...

Lateral resistance of vertical piles embedded in sandy layer with sloping surface.

Port and Airport Research Institute      005-02-01

January, 1966

Foundations Laboratory
Atsumi SUZUKI,Koichi KUBO,Yoshio TANAKA

Lateral load tests were carried out on vertical piles embedded in sandy layer with sloping surface and the following results are o...

Wind profiles over the shallow water (Ⅰst Report)

Port and Airport Research Institute      005-01

January, 1966


Hajime KATO,Kanji TAKEMURA

Wind speeds have been measured elaborately over the shallow water (3cm depth) and also over the flat plate in a large wind wave tu...

Two Dimensional Influence Charts of Stresses in a Semi-Infinite Elastic Body

Port and Airport Research Institute      000-11-02

January, 1966


Masatoshi SAWAGUCHI

This report states that the vertical stress due to an embankment of any shape of cross-section on the ground assumed to be elastic...

Evaluation of Resisting Moment Against Sliding as Rotating Mass

Port and Airport Research Institute      000-11-01

January, 1966


Masatoshi SAWAGUCHI

As one of calculation in stability analysis of low embankments on clay was the evalution of resisting moment proposed, assuming th...