Search for PARI Report/Technical Note
Undrained Shear Strength and Secant Modulus of Clays
Port and Airport Research Institute 011-02-06
June, 1972
Akio NAKASE,Masaki KOBAYASHI,Akio KANECHIKA
A series of triaxial tests is performed on clay samples for investigating the effect of sample disturbance on the undrained shear...
A Model Experiment on a Tidal Current at the Kurushima Strait (2nd Report)
Port and Airport Research Institute 011-02-05
June, 1972
Hisao KIMURA,Hideharu MIYAHARA,Shigeru SUDO,Akihiko SHIBAYAMA,Tokuichi HAMADA
This paper continues to the 1st report of A model experiment on a tidal current at the Kurushima Strait., and shows the experimen...
An Approximate Theory of Floating Breakwaters
Port and Airport Research Institute 011-02-04
June, 1972
Breakwaters Laboratory
Yoshiyuki ITO,Shigeru CHIBA
The behaviour of floating breakwaters with a rectangular profile is discusseed as a two-dimensional problem/ An approximate theor...
A Model Experiment on the Impact Force upon a Wharf due to a Moored Ship Subjected to the Beam Sea
Port and Airport Research Institute 011-02-03
June, 1972
Breakwaters Laboratory
Yoshiyuki ITO,Tsutomu KIHARA,Masanori KUBO,Shoichi YAMAMOTO
A model experiment was carried out to investigate the impact force upon a wharf caused by the movement of a moored ship subjected...
Computation of Refraction and Diffiraction of Irregular Sea
Port and Airport Research Institute 011-02-02
June, 1972
Kohei NAGAI
Several kinds of theoretical spectra of ocean waves were applied to the computation of refrection of irregular deepwater waves on...
Laboratory Investigation of Wave Pressures Exerted upon Vertical and Compotite Walss
Port and Airport Research Institute 011-02-01
June, 1972
Yoshimi GODA,Toshio FUKUMORI
Veritical walls on a horizontal bed and a mound of crushed stones were set on an uniform channel adjoining to a gradually-converg...
An Effective Method to Assemble Stiffiness Matrices of Finite Elements
Port and Airport Research Institute 011-01-05
March, 1972
Mineo IWASAKI
In order to solve a large structure problem exactly by finite element method, a large main storage of computer is required. The r...
Study on the Presumption of K Values on Multi-Layer Subbase Systems
Port and Airport Research Institute 011-01-04
March, 1972
Runways Laboratory
Hiroshi SUDA,Katsuhisa SATO
The subbase K value is a factor for designing the thickness of the concrete slab in a concrete pavement. Since the subbase K valu...
Deep-Lime-Mixing Method for Soil Stabilization (1st Report)
Port and Airport Research Institute 011-01-03
March, 1972
Tatsuro OKUMURA,Tsukasa MITSUMOTO,Masaaki TERASHI,Tadahiro SAKAI,Tomio YOSHIDA
In order to stabilize the thick and weak clay layers often found in the Japanese harbour area, a new method of quick stabilizatio...
A Model Experiment of Wind-Screen in a Wind Tunnel
Port and Airport Research Institute 011-01-02
March, 1972
Storm Surge and Tunami Laboratory
Hajime KATO,Kikuo SANO
This is a report of a model experiment of wind-screen. The wind tunnel section is 150 cm wide and 110 cm igauze with opening rati...
A Practical Approach to the Average Waiting Time of M/G/S Type Queueing Models
Port and Airport Research Institute 011-01-01
March, 1972
Systems Laboratory
Kazuo KUDO
Multi-channel Poisson-Queue models are frequently used in system design of port and Wq, average waiting time, is taken as the mea...