FUNDAMENTAL STUDY ON SEISMIC STABILITY OF EXISTING SHEET PILE QUAY WALL BY USING GEOCELL LAYER

Author(s):  
Hiroyuki ARAKI ◽  
Naoto FUKASE ◽  
Daiki HIRAKAWA
Author(s):  
Yuji SUGIMURA ◽  
Satoshi MATSUMUR ◽  
Takaaki MIZUTANI ◽  
Yoshiyuki MORIKAWA ◽  
Haruhiko SINOZAKI ◽  
...  

2009 ◽  
Vol 49 (2) ◽  
pp. 193-206 ◽  
Author(s):  
M. Ruhul Amin Khan ◽  
Kimitoshi Hayano ◽  
Masaki Kitazume

2016 ◽  
Vol 16 (1) ◽  
pp. 1_184-1_204 ◽  
Author(s):  
Hemanta HAZARIKA ◽  
Tadashi HARA ◽  
Kengo NISHIMURA ◽  
Naoya YAMASAKI ◽  
Naoya MONJI ◽  
...  

2018 ◽  
Vol 74 (2) ◽  
pp. I_240-I_245
Author(s):  
Kimiyasu SAEKI ◽  
Hidemasa SATO ◽  
Teruhisa FUJII ◽  
Kunitomo ASAKURA ◽  
Masayuki FUDO ◽  
...  

2010 ◽  
Vol 66 (1) ◽  
pp. 196-201 ◽  
Author(s):  
Kiyonobu KASAMA ◽  
Kouki ZEN ◽  
Guangqi CHEN ◽  
Kentaro HAYASHI

2015 ◽  
Vol 744-746 ◽  
pp. 1175-1179 ◽  
Author(s):  
Peng Liu ◽  
Hong Wang ◽  
Chao Zhu

The impact process of 50000t ship and steel sheet pile bulkhead is simulated by finite element software ANSYS/LS-DYNA. This article acquires the impact force-time curve, equivalent force-time curve of steel sheet pile and the pressure-time curve of breast wall. Comparing the impact force of numerical simulation with the result of ship-bridge collision specifications, and general rules and characteristics are obtained. At the same time, put forward some measures to prevent the damage of wharf structure under the ship of large velocity impact, which provide theoretical references during the design, maintenance, and transformation of similar wharf.


Sign in / Sign up

Export Citation Format

Share Document