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QU Hong-lue, ZHANG Jian-jing. Shaking table tests on influence of site conditions on seismic earth pressures of retaining wall[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1227-1233.
Citation: QU Hong-lue, ZHANG Jian-jing. Shaking table tests on influence of site conditions on seismic earth pressures of retaining wall[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1227-1233.

Shaking table tests on influence of site conditions on seismic earth pressures of retaining wall

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  • Received Date: August 22, 2011
  • Published Date: July 24, 2012
  • Theresearch on seismic earth pressure is the core content of aseismic design of retaining walls. By investigating the seismic hazards induced by Wenchuan Earthquake, it is found that the retaining walls constructed on soil sites are easier to be damaged compared with those on rock sites. In view of this, it is very necessary to carry out researches on the influences of site conditions on the seismic earth pressures of retaining walls. But now, the codes for the aseismic design of railways and highways in many countries don’t consider it. Large-scale shaking table tests, therefore, are performed to strengthen the understanding of the influences of site conditions on the seismic earth pressures of retaining walls. In the tests, the distribution of earth pressures, and the values and locations of resultant seismic earth pressures are measured. The reason for performing large shaking table tests is that the tests are the most direct research approach to study seismic responses of structures. In addition, by comparison of the measured and calculated values by codes for the aseismic design in several countries, some suggestions on the aseismic design of retaining walls are proposed.
  • [1]
    张建经, 冯 君, 肖世国, 等. 支挡结构抗震设计的两个关键技术问题[J]. 西南交通大学学报, 2009, 44(3): 321–326. (ZHANG Jian-jing, FENG Jun, XIAO Shi-guo, et al. Discussions on two key technical problems for seismic design of retaining structures[J]. Journal of Southwest Jiaotong University, 2009, 44(3): 321–326. (in Chinese))
    [2]
    GB50111—2006 铁路工程抗震设计规范[S]. 2006. (GB50111—2006 Code for seismic design of railway engineering[S]. 2006. (in Chinese))
    [3]
    JTJ 004—89 公路工程抗震设计规范[S]. 1989. (JTJ 004—89 Specification of earthquake resistant design for highway engineering[S]. 1989. (in Chinese) )
    [4]
    日本鉄道構造物の設計基準[S]. 1998. (Japanese railway installations design standards[S]. 1998. (in Japanese))
    [5]
    WOOD J H, ELMS D G. Seismic design of bridge abutments and retaining wall[R]. Wellington: Road Research Unit, Transit New Zealand, Road Research Unit Bulletin, 84 Volume 2 ISSN 0549-0030. 1990.
    [6]
    EUROCODE 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspects[S]. 1998.
    [7]
    WU Y W, PRAKASH S. Design charts for retaining walls in seismic areas. Paper No 178[C]// ASCE Conference. Florida, 2010.
    [8]
    邱燕玲, 姚令侃, 秦 伟. 汶川地震路基挡墙震害特征分析[J]. 重庆交通大学学报, 2010, 29(4): 576–581. (QIU Yan-ling, YAO Ling-kan, QIN Wei. Characteristic analysis of the damaged retaining wall in Wenchuan Earthquake[J]. Journal of Chongqing Jiaotong University, 2010, 29(4): 576–581. (in Chinese))
    [9]
    秦 伟, 姚令侃, 蒋良潍, 等. 地震作用下岩质地基挡墙土压力变化特性数值分析[J]. 交通科学与工程, 2011, 27(1): 24–29. (QIN Wei, YAO Ling-kan, JIANG Liang-wei, et al. The numerical analysis of soil pressure of retaining wall on rocky site under earthquake[J]. Journal of Transport Science and Engineering, 2011, 27(1): 24–29. (in Chinese))
    [10]
    杨 冬, 姚令侃, 蒋良潍. 土质场地重力式挡土墙地震土压力振动台实验研究[J]. 防灾减灾学报, 2011, 27(1): 8–16. (YANG Dong, YAO Ling-kan, JIANG Liang-wei. Experimental study of seismic earth pressure of GRW on soil site[J]. Journal of Disaster Prevention and Reduction, 2011, 27(1): 8–16. (in Chinese))
    [11]
    楼梦麟, 王文剑, 马恒春, 等. 土–桩–结构相互作用体系的振动台模型试验[J]. 同济大学学报, 2001, 29(7): 763–768. (LOU Meng-lin, WANG Wen-jian, MA Heng-chun, et al. Study on soil-pile-structure interaction system by shaking table model test[J]. Journal of Tongji University, 2001, 29(7): 763–768. (in Chinese))
    [12]
    杨旭东. 振动台模型试验若干问题的研究[D]. 北京: 中国建筑科学研究院, 2005. (YANG Xu-dong. The studying of some problems in shaking table model test[D]. Beijing: China Academy of Building Research, 2005. (in Chinese))
    [13]
    ZHANG J, QU H L, HAN P F. Seismic earth pressures of retaining wall from large shaking table tests[C]// Proceeding of 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering. Hong Kong, 2011.
    [14]
    GB50007—2002 建筑地基基础设计规范[S]. 2002. (GB50007—2002 Code for design of building foundation[S]. 2002. (in Chinese))
    [15]
    TB10002.5—99 铁路桥涵地基和基础设计规范[S]. 1999. (TB10002.5—99 Railway bridge foundation and basic design standard[S]. 1999. (in Chinese))
    [16]
    KOSEKI J, TATSUOKA F, MUNAF Y, et al. A modified procedure to evaluate seismic active earth pressure considering effects of strain localization in backfill soil[J]. Soils and Foundations, 1998(S): 209–216.
    [17]
    韩鹏飞. 重力式挡墙大型振动台模型试验与基于性能的抗震设计方法研究[D]. 成都: 西南交通大学, 2011. (HAN Peng-fei. Performance-based seismic deisign of gravity earth-retaining wall based on large shaking table test[D]. Chengdu: Southwest Jiaotong Universtiy, 2011. (in Chinese))

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