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秦山三期核电工程场地岩石力学性质与差异性沉降分析

ANALYSIS ON PROPERTY OF ROCK MECHANICS AND DIFFERENTIAL SUBSIDENCE OF FOUNDATION IN STAGE Ⅲ NUCLEAR POWER ENGINEERING IN QINSHAN

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【作者】 周念清朱学愚唐和平李启国

【Author】 Zhou Nianqing1,Zhu Xueyu1,Tang Heping2,Li Qiguo2 (1 Department. of Earth Sciences,Nanjing University, Nanjing 210093 China) (2 No.4 Research and Design Institute of Nuclear Industry, Shijiazhuang 050021 China)

【机构】 南京大学地球科学系核工业第四研究设计院核工业第四研究设计院 南京210093南京210093石家庄050021石家庄050021

【摘要】 场地岩石力学性质及差异性沉降量大小直接影响建筑物的安全。根据场地区域地质、地震地质和岩石试样测试结果,对场地岩体各项物理力学指标进行了综合统计,并给出了场地各种岩性的地基承载力标准值、设计值、动态地基允许承载力和地基抗震承载力设计值。由此计算出地基沉降量的最大值和最小值,得出地基的差异性沉降量,为核电站设计和建设提供可靠依据。

【Abstract】 The property of the rock mechanics and magnitude of differential subsidence value of foundation affect safety of buildings directly. On the basis of site regional geology,seismic geology and testing results of rock samples,the physico-mechanical parameters of country rocks are interpreted statistically. The standard values and design values of foundation bearing capacity,dynamic allowed bearing capacity and design values of earthquake-proof bearing capacity for foundation are given. The maximum and minimum values of foundation subsidence are calculated and the differential subsidence values of foundation are obtained. As a result,the reliable basis is provided for design and construction of nuclear power station.

  • 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2002年10期
  • 【分类号】TU45
  • 【被引频次】10
  • 【下载频次】161
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