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曹妃甸通岛路引堤工程地震液化可能性的原位测试判别分析
引用本文:方伟,邸哲敏,程武成,王志勇.曹妃甸通岛路引堤工程地震液化可能性的原位测试判别分析[J].中国港湾建设,2008(2):10-13.
作者姓名:方伟  邸哲敏  程武成  王志勇
作者单位:1. 河海大学交通学院,江苏,南京,210098
2. 曹妃甸实业开发有限公司,河北,唐山,063200
摘    要:通过对3孔标准贯入试验和30孔静力触探试验结果的分析,表明以粉细砂吹填而成的曹妃甸通岛路工程在采取了相应的工程措施后,从总体上消除了地震液化的可能性。对用粉细砂填筑工程地震液化可能性的工程改善和判别具有可借鉴的价值。

关 键 词:通岛路工程  砂土  地震液化  原位试验
文章编号:1003-3688(2008)02-0010-04
修稿时间:2007年12月7日

Investigation of Earthquake Induced Possible Liquefaction of Silty Soil by In-situ Tests and Discrimination for Approach Jetty Connecting Caofeidian Island to Shore
FANG Wei,DI Zhe-min,CHENG Wu-cheng,WANG Zhi-yong.Investigation of Earthquake Induced Possible Liquefaction of Silty Soil by In-situ Tests and Discrimination for Approach Jetty Connecting Caofeidian Island to Shore[J].China Harbour Engineering,2008(2):10-13.
Authors:FANG Wei  DI Zhe-min  CHENG Wu-cheng  WANG Zhi-yong
Abstract:The analyses of the results of SPT in 3 boreholes and the results of CPT in 30 boreholes showed that the possibility of earthquake induced liquefaction of silty soil was generally eliminated after appropriate measures had been taken during the construction of the approach jetty connecting Caofedian with the shore on the hydraulic fill of silty fine sand.The method adopted can be of reference for analysis and discrimination of the possible earthquake induced liquefaction of hydraulic fill of silty fine sand in reclamation works.
Keywords:approach jetty  sand  earthquake induced liquefaction  in-situ testing
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