Open Access

Ground Liquefaction and Deformation Analysis of Breakwater Structures Under Earthquakes

Polish Maritime Research's Cover Image
Polish Maritime Research
Special Issue Title: Marine Processes Studies and Marine Engineering

Cite

1. LU Xiaobin, TAN Qingming, WANG Shuyun, etal. Saturated Sand Progress[J]. Advances in Mechanics. 2004,34(1):87-100.(in Chinese)Search in Google Scholar

2. SEEDHB, BOOKERR. Stabilization of potentially liquefied sand deposits using gravel drains [J].Journal of Geotechnical Engineering Div JCED,1976,102(07):1-15.Search in Google Scholar

3. FANG Yun, TOWHATAI, GHALANDARZADEHA, et al. Mechanism of deformation and failure of gravitytype quay walls under earthquake liquefaction[J]. Earth Science-Journal of China University ofSearch in Google Scholar

4. MA SHUO, LUO QI. Japan’s Kobe earthquake damage harbor pier river embankment and Lessons[J]. Disaster, 1998,13(4):47-50(in Chinese)Search in Google Scholar

5. WANG Liyan, JIANG Pengpeng, LIU Hanlong. Sandy foundation breakwater seismic residual deformation mechanism and liquefaction prediction method[J].Chinese Journal of Rock and Soil Mechanics,2010,31(11).3556-3562. (in Chinese)Search in Google Scholar

6. JTS146 - 2012,Code of earthquake resistant design for water transport engineering[S].(in Chinese)Search in Google Scholar

7. HAN SHI, GONG Jinxin, ZHANG Yanqing. Gravity pier foundation under earthquake liquefaction and deformation[J].Hydro-science and Engineering. 2013,8,(4):45-54. (in Chinese)Search in Google Scholar

8. CHEN Yumin, XU Dingping. FLAC/FLAC3D Foundation and project examples[M].Peking: China Water Power Press,2008.Search in Google Scholar

9. BYRNEPM, PARKSS. Seismic liquefaction: centrifuge and numerical modeling[J].Third International Symposium on FLAC and FLAC3D Numerical Modeling in Geomechanics, Ontario:2003.Search in Google Scholar

10. GB50011 - 2010, Seismic Design of Buildings [S].(GB50011-2010, Code for seismic design of buildings[S]. (in Chinese)Search in Google Scholar

11. International Navigation Association Seismic design guide lines for port structures[M].Nether- lands Balkema Publishers,2001.10.1201/9780367800369Search in Google Scholar

12. Zhao jie, wang gui xuan, zheng yang, A nuclear power plant water diversion dam dynamic response and stability analysis[J].Journal of Disaster Prevention and Mitigation Engineering,2013,33(4):412-417.Search in Google Scholar

13. LIU Hanlong, IAI S, ICHII K. Seismic response analysis of large-size caisson quay wall [J].Chinese Journal of Geotechnical Engineering, 1998, 20(2) : 26-30.( in Chinese)Search in Google Scholar

14. Xu Zhiying, Shen Zhujing, Two-dimensional dynamic analysis method of seismic liquefaction effective stress[J].Journal of Hohai University(Natural Science Edition),1981,(3):1-14.Search in Google Scholar

15. Ren Jieming, Su Jingyu, Dou Yuanming, Neural network Sand Liquefaction[J], Hebei University of Technology,2002,31(2):23-25.Search in Google Scholar

16. Ishihara K.Undrained deformation and liquefaction of sand under cyclic stress[J].Soils and Foundation,1975,15(1):29-44.10.3208/sandf1972.15.29Search in Google Scholar

17. McLaren, P. Sediment Trend Analysis (STA (R)): Kinematic vs. Dynamic Modeling[J]. Journal of Coastal Research, 2014,30(3): 429-437.10.2112/JCOASTRES-D-13-00121.1Search in Google Scholar

18. Han, ZQ; Wang, CY; Zhu, HY. Research on deep joints and lode extension based on digital borehole camera technology[J]. Polish Maritime Research, 2015,22(1): 10-14. 10.1515/pomr-2015-0025Search in Google Scholar

eISSN:
2083-7429
Language:
English
Publication timeframe:
4 times per year
Journal Subjects:
Engineering, Introductions and Overviews, other, Geosciences, Atmospheric Science and Climatology, Life Sciences