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。
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 con- struction 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.
出处
《中国港湾建设》
北大核心
2008年第2期10-13,共4页
China Harbour Engineering
关键词
通岛路工程
砂土
地震液化
原位试验
approach jetty
sand
earthquake induced liquefaction
in-situ testing
