Dynamic behavior of gravity type quay wall and surrounding soil during earthquake

被引：0
|
作者：
Fujiwara, T [1 ]
Horikoshi, K [1 ]
Sueoka, T [1 ]
机构：
[1] Taisei Corp, Technol Res Ctr, Yokohama, Kanagawa, Japan
来源：
CENTRIFUGE 98, VOL 1 | 1998年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
After the 1995 Hanshin-Awaji earthquake, the problem of lateral spreading of liquefied soil on reclaimed islands is attracting a great deal more attention. This is because such large horizontal displacements of the ground as was seen in the 1995 Hanshin-Awaji earthquake can cause significant damage to foundations. This paper presents the results from a series of centrifuge tests on the dynamic behavior of quay walls, piles and the surrounding soil using a scale model of a single pile behind a quay wall in a soil box.
引用
收藏
页码：359 / 364
页数：6
相关论文
共 50 条
  • [31] Dynamic behavior of vertical geogrid-reinforced soil during earthquake
    Takahashi, A
    Takemura, J
    Izawa, J
    SLOPE STABILITY ENGINEERING, VOLS 1 & 2, 1999, : 991 - 996
  • [32] Calculation of the seismic residual angular displacement of gravity quay wall in liquefiable backfill soil by using pseudo-dynamic method
    Wang, Liyan
    Liu, Hanlong
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2009, 42 (10): : 97 - 103
  • [33] Seismic behavior of a slope protected by a soil nailing retaining wall during an earthquake
    College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China
    Chongqing Jianzhu Daxue Xuebao, 2008, 6 (90-95):
  • [34] Modelling of dynamic response and instability of caisson-type quay wall-soil system under waves
    Ulker, Mehmet Baris Can
    Baksi, Hasan Giray
    GEOTECHNICAL RESEARCH, 2021, 9 (02) : 95 - 115
  • [35] Experimental study on stability of a caisson type quay wall by the artificial drain method using recycle material during earthquake
    Hagiwara, T
    Yamazaki, H
    Shiraishi, S
    Fukumori, Y
    Satoh, Y
    Hirano, T
    Yamada, H
    Yamada, T
    OCEANS '04 MTS/IEEE TECHNO-OCEAN '04, VOLS 1- 2, CONFERENCE PROCEEDINGS, VOLS. 1-4, 2004, : 2092 - 2097
  • [36] Dynamic centrifuge model tests on quay wall backfilled with granular treated soil
    Morikawa, Y.
    Takahashi, H.
    Hayano, K.
    Okusa, Y.
    ADVANCES IN TRANSPORTATION GEOTECHNICS II, 2012, : 346 - 352
  • [37] Dynamic Behavior of Pier-Type Quay Walls Due to Ground Improvement During Earthquakes
    Yun, Hyeonsu
    Yun, Seong-Kyu
    Kang, Gichun
    JOURNAL OF THE KOREAN GEOSYNTHETIC SOCIETY, 2024, 23 (02): : 29 - 42
  • [38] Experimental study on seismic response of gravity-type quay wall considering input earthquake frequency and excess pore pressure buildup in backfill
    Lee, Moon-Gyo
    Sun, Chang-Guk
    Cho, Hyung-Ik
    Kim, Han-Saem
    Ha, Jeong-Gon
    OCEAN ENGINEERING, 2022, 257
  • [39] On liquefaction countermeasure in the soil around a caisson type quay wall on pile foundation
    Takatani, T
    Maeno, Y
    PROCEEDINGS OF THE 10TH (2000) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL II, 2000, : 582 - 589
  • [40] Application of risk density analysis for seismic design: a gravity-type quay wall case
    Ichii, K
    RISK ANALYSIS IV, 2004, 9 : 41 - 50
12345