中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2011, Vol. 30 ›› Issue (S1): 563-565.DOI: 10.3969/j.issn.1674-0696.2011.supp1.014

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MechanisMStudy on Ground Subsidence Damage of Abutment Failure in MeizoseisMal Area

XIANG Qing-gang 1,CHEN Hong-kai2 ,LIAO Yun-ping 1,2· ,LIU Rong-can1,2   

  1. 1.Institute of Geology& Mineral Resources of Chongqing,Chongqing 400042,China; 2.Institute of Geotechnical Engineering,Chongqing Jiaotong University,Chongqing 400074,China
  • Received:2011-05-23 Revised:2011-06-20 Online:2011-07-15 Published:2015-03-12

强震区桥台地基沉陷失效破坏机理研究

向庆刚1,陈洪凯2,廖云平1,2,刘荣灿1,2   

  1. 重庆地质矿产研究院,重庆400042;2.重庆交通大学岩土工程研究所,重庆40007
  • 作者简介:向庆刚(1979—),男,重庆人,工程师,主要从事岩土工程与地质灾害方面的研究。E-mail:liurongcan163@163.Com

Abstract: For a large number of abutment~undation failure and subgrade subsidence occurred in Wenchuan eaahquake,a study on the bridge abutment ground subsidence under ea~hquake was made.Based on Prandtl theory and Coulomb wedge equilibriuMcondition,Mononobe-Okabe ea~hquake formula was adopted considering the impact of shear friction force of in- terface and the calculating formula of ground bearing capacity under earthquake was made out.According to this formula, the safety assessment of the~undation intensity reduced in earthquake could be easily carried out.

Key words: earthquake zone, abutment, foundation, settlement failure, failure mechanism

摘要: 针对汶川地震中大量桥台地基出现沉陷失效现象,对地震作用下桥台地基沉陷进行了理论研究。基于Prandtl 破坏面理论和Coulomb楔体平衡条件,并考虑地震力和接触面剪切摩擦的影响,采用Mononobe—Okabe地震公式, 得出地震作用下地基承载力计算公式,据此对地震下地基强度降低现象进行安全评定

关键词: 强震区, 桥台, 地基, 沉陷失效, 破坏机理

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