ANALYSIS ON PROPERTY OF ROCK MECHANICS AND DIFFERENTIAL SUBSIDENCE OF FOUNDATION IN STAGE Ⅲ NUCLEAR POWER ENGINEERING IN QINSHAN
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)
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.
周念清 朱学愚 唐和平 李启国. 秦山三期核电工程场地岩石力学性质与差异性沉降分析[J]. 岩石力学与工程学报, 2002, 21(10): 1533-1536.
Zhou Nianqing1，Zhu Xueyu1，Tang Heping2，Li Qiguo2. ANALYSIS ON PROPERTY OF ROCK MECHANICS AND DIFFERENTIAL SUBSIDENCE OF FOUNDATION IN STAGE Ⅲ NUCLEAR POWER ENGINEERING IN QINSHAN. , 2002, 21(10): 1533-1536.
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2002, Vol. 21 
