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标准贯入击数的挖填方校正方法研究

Influence of excavation and filling on seismic liquefaction potential evaluation of foundation soils

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【作者】 杨玉生刘小生赵剑明温彦锋杨正权刘启旺陈宁

【Author】 YANG Yusheng;LIU Xiaosheng;ZHAO Jianming;WEN Yanfeng;YANG Zhengquan;LIU Qiwang;CHEN Ning;State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research;Key Laboratory on Construction and Security of Water Projects of Ministry of Water Resources;

【机构】 中国水利水电科学研究院流域水循环模拟与调控国家重点实验室水利部水工程建设与安全重点实验室

【摘要】 对我国现行《水利水电工程地质勘察规范》(GB 50487-2008)中,标准贯入试验判别地基砂土地震液化的方法进行讨论分析,研究标准贯入击数挖填方校正方法对地基砂土液化判别结果的影响,指出现行校正方法具有挖方过于保守,填方偏于不安全的问题,在总结国内外相关研究成果的基础上,建议新的校正方法。

【Abstract】 This paper presents a discussion on the SPT-based liquefaction potential evaluation method specified by the code for engineering geological investigation of water resources and hydropower(GB 50487-2008) and examines the influence of this method for correction of SPT blow counts on the evaluation results of foundation soils, in the condition of effective overburden pressure variation caused by excavation or filling. Results reveal two issues in the application of the method specified by the existing code: 1) the method is too conservative for excavation, and 2) it tends to be unsafe for filling. A new correction method for evaluation of the influences of excavation and filling is recommended on the basis of analyzing the relevant research achievements.

【基金】 国家973计划项目课题(2013CB036404);国家自然科学基金(51209234)
  • 【文献出处】 水力发电学报 ,Journal of Hydroelectric Engineering , 编辑部邮箱 ,2014年01期
  • 【分类号】TV541
  • 【被引频次】8
  • 【下载频次】123
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