• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 22 Issue 3
Jun.  2009
Turn off MathJax
Article Contents
YAO Lingkan, FENG Junde, YANG Ming. Damage Analysis of Subgrade Engineering in Wenchuan Earthquake and Recommendations for Improving Seismic Design Code[J]. Journal of Southwest Jiaotong University, 2009, 22(3): 301-311.
Citation: YAO Lingkan, FENG Junde, YANG Ming. Damage Analysis of Subgrade Engineering in Wenchuan Earthquake and Recommendations for Improving Seismic Design Code[J]. Journal of Southwest Jiaotong University, 2009, 22(3): 301-311.

Damage Analysis of Subgrade Engineering in Wenchuan Earthquake and Recommendations for Improving Seismic Design Code

  • Received Date: 08 May 2009
  • Publish Date: 20 Jun 2009
  • It is important and imperative to improve the current seismic design codes of railway and highway by applying the near-field data in the Wenchuan earthquake. Through a recent survey in the near-fault area,especially Dujiangyan to Yingxiu section of state route No.213,a third-grade highway built in 2005,the seismic failure types and causes of subgrade engineering in the earthquake,including embankment,shoulder retaining wall and cutting retaining wall,were summarized and analyzed. The primary results involve:from the viewpoint of seismic prevention,the pile-plank retaining wall is optimal,the concrete retaining wall ranks second,and the mortar flagstone retaining wall is the poorest; in the regions with a seismic intensity of 9 to 10 degree,the stability of retaining walls was checked and calculated using the current railway seismic design code. The result shows that the safety factor of anti-sliding stability is basically consistent with the macro-seismic damage,the geotechnical grille reinforcement can improve the seismic capacity of embankment projects effectively. Furthermore,from the extension and renewal aspects,the pushing effect of the Wenchuan earthquake on the development of seismic design code of subgrade engineering was discussed. Finally,it was emphasized especially that the firsthand data from seismic intensity above 9 degree and from new types of subgrade engineering provide a rare condition for filling the gaps in the current code.

     

  • loading
  • 中国工程建设标准协会.CECS 160-2004建筑工程抗震性态设计通则(试用)[S].北京:中国计划出版社,2004.[2] 铁道第一勘察设计院.GB 50111-2006铁路工程抗震设计规范[S].北京:中国计划出版社,2006.[3] 交通部公路规划设计院.JTJ 004-89公路工程抗震设计规范[S].北京:人民交通出版社,1999.[4] 中交第二公路勘察设计研究院.JTGD 30-2004公路路基设计规范[S].北京:人民交通出版社,2004.[5] 《汶川地震灾害地图集》编纂委员会.汶川地震灾害地图集[M].成都:成都地图出版社,2008:70-71.[6] 雷建成,高孟潭,俞言祥.四川及邻区地震动衰减关系[J].地震学报,2007,29(5):500-511.LEI Jiancheng,GAO Mengtan,YÜ Yanxiang,Seismic motion attenuation relations in Sichuan and adjacent areas[J].Acta Seismologica Sinica,2007,29(5):500-511.[7] 吴伟,姚令侃,陈强.坡形和加筋措施对地震响应影响的振动台模型实验研究[J].重庆交通大学学报:自然科学版,2008,27(5):689-694.WU Wei,YAO Lingkan,CHEN Qiang.Study On influence of shape and reinforced measures on seismic response in large-scale shaking table model tests[J].Journal of Chongqing Jiaotong University:Natural Science,2008,27(5):689-694.[8] 姚令侃,陈强.5·12汶川地震对线路工程抗震技术提出的新课题[J].四川大学学报:工程科学版,2009,41(3):43-50.YAO Lingkan,CHEN Qiang.New research subjects on earthquake resistant techniques of line engineering extracted from 5·12 Wenchuan earthquake[J].Journal of Sichuan University:Engineering Science Edition,2009,41(3):43-50.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Article views(1855) PDF downloads(384) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return