Volume 16 Issue 2
Oct.  2010
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HUANG Yu, HAO Liang. 2008: ADVANCES IN FAILURE MECHANISMS OF PILE FOUNDATIONS IN LIQUEFACTION SOILS. JOURNAL OF ENGINEERING GEOLOGY, 16(2): 184-188.
Citation: HUANG Yu, HAO Liang. 2008: ADVANCES IN FAILURE MECHANISMS OF PILE FOUNDATIONS IN LIQUEFACTION SOILS. JOURNAL OF ENGINEERING GEOLOGY, 16(2): 184-188.

ADVANCES IN FAILURE MECHANISMS OF PILE FOUNDATIONS IN LIQUEFACTION SOILS

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  • Received Date: 2007-02-05
  • Rev Recd Date: 2007-10-26
  • Publish Date: 2008-04-30
  • The earthquake-induced soil liquefaction can result in serious damages to pile foundations. Therefore, it is an important task to study the failure mechanisms of pile foundations in liquefaction soils in earthquake geotechnical engineering. Until now, the seismic behaviors of pile-soil-structure systems have not been fully understood yet. Most of current researchers are focused on strength failure of pile material, in which it is difficult to consider complex influencing factors such as lateral spreading of liquefying soils, pile buckling, and dynamic interaction between soil and structures. In this paper, firstly, a series of damage cases of pile foundations in liquefied soils are summarized from historical reports in Chian and abroad. Then, the failure mechanisms of pile foundations as well as research advances are introduced and analyzed in detail. Finally, aimed at liquefaction soils, it is pointed out that further investigations on the failure mechanisms of pile foundations should be strengthened on the following issues (1) pile buckling instability in liquefying soils; (2) novel numerical simulation methods for pile failures in liquefaction soils, e.g. continuum elasoplasticity-fluid dynamics coupled method; and (3) dynamic interaction analyses of pile-soil-structure systems in liquefaction soils.
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  • [1] 陈颙,陈运泰,张国民等. "十一·五"期间中国重大地震灾害预测预警和防治对策
    [J].灾害学,2005, 20 (3):1~14.
    Chen Yong, Chen Yuntai , ZhuangG Guomin, et al.. Forecast and early-warning and preparedness measures for great earthquake disasters in China during the period of the 11th Five-year Plan. Journal of Catastrophology, 2005, 20 (3):1~14.


    [2] 刘惠珊.桩基抗震设计探讨—日本阪神大地震的启示
    [J].工程抗震,2000, 22 (3):27~32.
    Liu Huishan. A discussion on seismic design of pile foundation. Earthquake Resistant Engineering, 2000, 22 (3): 27~32.


    [3] Finn WDL, Thavaraj T. Deep foundations in liquefiable soils: case histories, centrifuge tests and methods of analysis . Proceedings of Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics and Symposium in Honor of Professor W.D. Liam Finn. San Diego, California. March 26~31, 2001. Paper No. SOAP -1.


    [4] Berrill J, Yasuda S. Liquefaction and piled foundations: some issues
    [J]. Journal of Earthquake Engineering. 2002.69(Special lssue1): 1~41.


    [5] 黄雨,舒翔,叶为民等.桩基础抗震研究现状综述
    [J].工业建筑,2002, 32 (7):49~53.
    Huang Yu, et al.. Recent studies on seismic resistance of pile foundation. Industrial Construction, 2002, 32 (7): 49~53.


    [6] Hamada M. Large ground deformations and their effects on lifelines: 1964 Niigata earthquake. Case Studies of liquefaction and lifelines performance during past earthquake .Technical Report NCEER-92-0001, Buffalo, NY, 1992(1).


    [7] Tokimatsu K, Asaka Y. Effects of liquefaction-induced ground displacements on pile performance in the 1995 Hyogeken-Nambu earthquake
    [J]. Soils and Foundations,1998(Special issue): 163~177.


    [8] Ishihara K. Terzaghi oration: "Geotechnical aspects of the 1995 Kobe earthquake" . Proceedings of ICSMFE . Hamburg,1997,2047~2073.


    [9] Moriguchi S. CIP-based numerical analysis for large deformation of geomaterials . Gifu Uni.Gifu.,2005.


    [10] Meymand P J. Shaking Table Scale Model Tests of Nonlinear Soil-Pile-Superstructure Interaction in Soft Clay . UNI. OF CALIFORNIA, BERKELEY,1998.


    [11] Bhattacharya S, Madabhushi S P G, Bolton M D. An alternative mechanism of pile failure in liquefiable deposits during earthquakes
    [J].Geotechnique,2004, 54 (3): 203~213.


    [12] 丁剑霆,姜淑珍,包峰.唐山地震桥梁震害回顾
    [J].世界地震工程,2002, 22 (1):68~71.
    Ding Jianting, Jiang Shuzhen, Bao Feng. Review of seismic damage to bridges in Tangshan earthquak. World Information on Earthquake Engineering, 2002, 22 (1):68~71.


    [13] Bhattacharya S, Madabhushi SPG, Bolton M. Pile instability during earthquake liquefaction . Proceedings of ASCE Engineering Mechanics Conference .Seattle,USA.7,16~18th,2003,1~12.


    [14] Bhattacharya S, Bolton M. Buckling of Piles during Earthquake Liquefaction . Proceedings of 13th World Conference on Earthquake Engineering . Vancouver,B.C.,Canada. 8,1~6th,2004.Paper No.95:1~15.


    [15] Zeghal M, Elgamal A, Zeng X, Arulmoli K. Mechanism of Liquefaction Response in Sand Silt Dynamic Centrifuge Tests
    [J]. Soil Dynamics and Earthquake Engineering, 1999, 18 (1):71~85.


    [16] Towhata I, Vargas-Monge W, Orense R P, Yao M. Shaking table tests on subgrade reaction of pipe embedded in sandy liquefied subsoil
    [J]. Soil Dynamics and Earthquake Engineering, 1999, 18 (5):347~361.


    [17] Finn WDL, Fujita N. Piles in liquefaction: seismic analysis and design issus
    [J].Soil Dynamics and Earthquake Engineering,2002, 22 (9/12):731~742.


    [18] Abdoun T, Dobry R. Evaluation of pile foundation response to lateral spreading
    [J].Soil Dynamics and Earthquake Engineering,2002, 22 (9/12):1051~1058.


    [19] 凌贤长,郭明珠,王东升等.液化场地桩基桥梁震害响应大型振动台模型试验研究
    [J].岩土力学,2006, 27 (1):7~10,22.
    Ling Xianchang, et al.. Large-scale shaking table model test of seismic response of bridge of pile foundation in ground of liquefaction. Rock and Soil Mechanics, 2006, 27 (1):7~10,22.


    [20] 苏栋,李相菘.可液化土中单桩地震响应的离心机试验研究
    [J].岩土工程学报,2006, 28 (4):423~427.
    Su Dong, Li Xiangsong. Centrifuge investigation on seismic response of single pile in liquefiable soil. Chinese Journal of Geotechnical Engineering, 2006, 28 (4):423~427.


    [21] 刘汉龙,余湘娟.土动力学与岩土地震工程研究进展
    [J].河海大学学报,1999, 27 (1):6~15.
    Liu Hanlong, Yu Xiangjuan. Advance in soil dynamics and geotechnical earthquake engineering. Journal of Hohai University (Natural Sciences ), 1999, 27 (1):6~15.


    [22] 沈珠江.理论土力学
    [M].北京:中国水利水电出版社,2000.
    Shen Zhujiang. Theoretical soil mechanics. Beijing: China Water Power Press,2000.


    [23] 谢定义,张建民.饱和砂土瞬态动力学特性与机理分析
    [M].西安:陕西科学技术出版社,1995.
    Xie Dingyi, Zhang Jianming. Transient dynamics properties and mechanisms of saturated sand. Xi’an: Shanxi Science & Technology Press,1995.


    [24] 黄茂松,周健,吴世明.饱和多孔介质土动力学理论与分析方法 .见:刘汉龙主编,土动力学与岩土工程抗震,第六届全国土动力学学术会议论文集 .北京:中国建筑工业出版社,2002,68~83.
    Huang Maosong, et al.. Soil dynamics theory and analysis methods of saturated porous media. Liu hanlong ed. Soil Dynamics and Geotechnical Earthquake Engineering, the proceedings of the 6th National Soil Dynamics Academic Conference. Beijing: China Architecture & Building Press, 2002,68~83.


    [25] 何开胜,等.两种Lagrangian大变形比奥固结有限元法及其与小变形法的比较
    [J].岩土工程学报,2000, 22 (1):30~34.
    He Kaisheng, et al.. The comparison of large strain method using total and updated Lagrangian finite element formulation and small strain method. Chinese Journal of Geotechnical Engineering, 2000, 22 (1):30~34.


    [26] Oka F, Higo Yosuke, Kimoto S. Effect of dilatancy on the strain localization of water-saturated elasto-viscoplastic soil
    [J].International Journal of Solids and Structures,2002, 39 (13/14):3625~3647.


    [27] Huang M S, Wu S M, Zienkiewicz OC. Incompressible or nearly incompressible soil dynamic behavior—A new staggered algorithm to circumvent restrictions of mixed formulation. Soil Dynamics and Earthquake Engineering, 2001,(21):169~179.


    [28] 黄雨,八嶋厚,张锋.液化场地桩-土-结构动力相互作用的有限元分析
    [J]. 岩土工程学报,2005, 27 (6):646~651.
    Huang Yu, et al.. Finite element analysis of pile-soil-structure dynamic interaction in liquefiable site. Chinese Journal of Geotechnical Engineering, 2005, 27 (6):646~651.


    [29] 卢之伟,等.地震时地下连续墙围束效应与围束土壤超孔隙水压力之探讨
    [J].岩土工程学报, 2007, 29 (6):861~865.
    Lu Chihwei, et al.. A numerical study on seismic interaction between wall-type underground structures and excess pore water pressure of the confined soils
    [J]. Chinese Journal of Geotechnical Engineering,2007, 29 (6): 861~865.


    [30] Huang Y., Zhang, F., Yashima, A., Ye W M. Numerical simulation of mitigation for liquefaction-induced soil deformations in a sandy ground improved by cement grouting
    [J]. Environmental Geology.(in press).


    [31] Huang Y., Yashima, A., Sawada, K., Zhang, F. Numerical assessment of the seismic response of an earth embankment on liquefiable soils
    [J]. Bulletin of Engineering Geology and the Environment.(in press).


    [32] 刘升传,王连俊.胶新铁路砂土液化区路基沉降规律研究
    [J].工程地质学报,2006, 14 (4):454~461.
    Liu Shengchuan, et al.. Subgrade settlement behavior in sand liquefaction area along Jiaoxin railway. Journal of Eengineering Geology, 2006, 14 (4):454~461

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