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Instability of Gravity Type Quay Wall Induced By Liquefaction of Backfill During Earthquake

  • Published:1998-12 Issue:4 Volume:38 Page:71-83
  • ISSN:0038-0806
  • Container-title:Soils and Foundations
  • language:en
  • Short-container-title:Soils and Foundations

Author:

Kohama Eiji,Miura Kinya,Yoshida Nozomu,Ohtsuka Natsuhiko,Kurita Satoru

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference16 articles.

1. Report on the improvement of the seismic resistance of port facilities;Hokkaido Development Bureau,1996

2. Performance of caisson type quay walls at Kobe Port;Inagaki;Special Issue of Soils and Foundations,1996

3. Large scaled model vibration tests of embedded shaft considering the effect of soil liquefaction;Iwatate,1982

4. Experimental study of dynamic earth pressure acted on underground structure;Iwatate,1984

5. Manual for technical standard of port and harbor facilities;Japan Port and Harbor Association,1989

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1. Centrifuge model tests on the effect of soft foundation ground in block-type quay walls subjected to earthquake;Japanese Geotechnical Society Special Publication;2024

2. SEISMIC BEHAVIOUR AND STABILITY ASSESSMENT METHOD OF QUAY WALLS CONSTRUCTED WITH CEMENT-TREATED SOIL;Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering);2022

3. Numerical modeling of seismic performance of gravity quay wall;IOP Conference Series: Materials Science and Engineering;2021-02-01

4. Seismic performance of block-type quay walls with liquefiable calcareous sand backfill;Soil Dynamics and Earthquake Engineering;2020-05

5. CENTRIFUGE MODELLING OF CAISSON TYPE QUAY WALL WITH DIFFERENT SOLIDIFIED AREA OF BACKFILL DURING EARTHQUAKE;Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering);2019
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