| 深圳市东水西调输水隧洞工程地震危险性分析 |
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| 引用本文： | 谭成轩,孙叶,杨美伶. 深圳市东水西调输水隧洞工程地震危险性分析[J]. 地质力学学报, 2001, 7(2): 104-110 |
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| 作者姓名： | 谭成轩 孙叶 杨美伶 |
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| 作者单位： | 中国地质科学院地质力学研究所,;中国地质科学院城市与工程场地稳定性研究中心, |
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| 基金项目： | 国家自然科学基金项目(编号:49802017);地质力学开放实验室项目(dlkf-9803) |
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| 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。
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| 关 键 词： | 输水隧洞工程 地震危险性 地震烈度 |
| 文章编号： | 1006-6616(2001)02-0104-07 |
| 收稿时间： | 2001-02-12 |
| 修稿时间： | 2001-02-12 |
ANALYSIS ON SISMIC RISK OF THE CONVEYANCE WATER TUNNEL ENGINEERING IN SHENZHEN |
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| AN Cheng-xuan,SUN Ye and YANG Mei-ling. ANALYSIS ON SISMIC RISK OF THE CONVEYANCE WATER TUNNEL ENGINEERING IN SHENZHEN[J]. Journal of Geomechanics, 2001, 7(2): 104-110 |
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| Authors: | AN Cheng-xuan SUN Ye YANG Mei-ling |
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| Affiliation: | 1. Institute of Geomechanics, CAGS, Beijing 100081, China;2. Urban and Engineering Site Stability Research Centre, CAGS, Yanjiao 056201, China |
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| Abstract: | 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 ZD3 and ZD3 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. |
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| Keywords: | conveyance water tunnel engineering seismic risk seismic intensity |
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