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1〜4 articles out of 4 articles

Interpretation of long-term consolidation behavior of worldwide clays on the basis of the isotache concept

Port and Airport Research Institute      054-01

October, 2015

Soil Mechanics and Geo-Environment Group
Yoichi WATABE, Takashi KANEKO

 The consolidation characteristics interpreted with the isotache concept have been studied by many researchers, including the Port...

Experiment and Numerical Analysis on Seismic Behavior of Quay Wall Using Coarse-grained Rock Waste

Port and Airport Research Institute      054-02-3

September, 2015

Earthquake and Structural Dynamics Group
Eiji KOHAMA,Shuzo SETOGUCHI,Kengo KUSUNOKI,Noriko YAO,Hiroyuki YAMAZAKI,Taka-aki MIZUTANI,So HIRAI

 The2011 of the Pacific coast of Tohoku Earthquake caused the damages of mooring facilities, such as seaward displacement of quay ...

Stability of Caisson-type Breakwater’s Mound and Reinforcing Embankment against Tsunami

Port and Airport Research Institute      054-02-2

September, 2015

Soil Dynamics Group
Hidenori TAKAHASHI,Shinji SASSA,Yoshiyuki MORIKAWA,Yoichi WATABE,Daiki TAKANO

 As one of the tsunami prevention methods, caisson-type breakwaters have been reinforced by building an embankment over the founda...

Discussion on Real-time Estimation of Vertical Distribution of Horizontal Velocities for One-way Coupling from NOWT-PARI to CADMAS-SURF/2D

Port and Airport Research Institute      054-02-1

September, 2015

Wave Group
Katsuya HIRAYAMA, Takashi NAKAMURA

 Now a days, the NOWT-PARI is widely applied to calculation of wave transformation in shallow water area. It is, however, difficul...