深圳市东水西调输水隧洞工程地震危险性分析  

ANALYSIS ON SISMIC RISK OF THE CONVEYANCE WATER TUNNEL ENGINEERING IN SHENZHEN

作　　者：谭成轩[1] 孙叶[2] 杨美伶[1] 

机构地区：[1]中国地质科学院地质力学研究所,北京100081 [2]中国地质科学院城市与工程场地稳定性研究中心,河北燕郊056201

出　　处：《地质力学学报》2001年第2期104-110,共7页Journal of Geomechanics

基　　金：国家自然科学基金项目!(编号 :4980 2 0 17);地质力学开放实验室项目!(dlkf 980 3)

摘　　要：在前人对深圳地区地震烈度的鉴定和评价基础上 ,结合地震地质分析和地震危险性超越概率计算 ,确定深圳市东水西调输水工程以ZD2 与ZD3之间近EW向一线为界 ,以北地震基本烈度定为Ⅵ度区 ,以南属于 >Ⅵ度区 ,核定为Ⅶ度区。With reference to the existing determination and evaluation about seismic intensity in Shenzhen region,according to the analysis of seismogeology and the calculation of exceeding probability,and in consideration of importance of the conveyance water tunnel engineering,the nearly east west line between ZD 2 and ZD 3 of the tunnel is taken as the zonation boundary of seismic intensity,north of which belongs to an intensity of Ⅵ and south an intensity of Ⅶ.

关 键 词：输水隧洞工程 地震危险性 地震烈度 深圳市 潜在震源区 输水管道 

分 类 号：P315.9[天文地球—地震学]