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三峡库区重庆一巫山段崩塌滑坡的危险性评价
引用本文:王文俊. 2002: 三峡库区重庆一巫山段崩塌滑坡的危险性评价. 工程地质学报, 10(S1): 391-395.
作者姓名:王文俊
作者单位:1.成都理工大学环境与土木工程学院 成都 610059
摘    要:对三峡库区近千个崩滑体的数据运用SPSS统计软件及EXCEL统计表格进行处理、分析,得出一些有益的结论;在稳态(稳定程度)基础上,计算得出崩塌、滑坡的危险性指标,并运用每10 km以内崩塌、滑坡的平均危害面积,对库区(重庆主城区一巫山段)的崩塌、滑坡进行危险性评价;同时,也计算出重庆市各区县长江干流的崩塌、滑坡的危险性指标。

关 键 词:三峡库区  崩塌、滑坡  危险性评价  稳态
收稿时间:2002-06-30

EVALUATION OF COLLAPSE AND LANDSLIDE RISK IN THE THREE GORGES RESERVOIR(FROM CHONGQING TO WIJSHAN)
WANG Wenjun. 2002: EVALUATION OF COLLAPSE AND LANDSLIDE RISK IN THE THREE GORGES RESERVOIR(FROM CHONGQING TO WIJSHAN). JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 391-395.
Authors:WANG Wenjun
Affiliation:1.College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059
Abstract:To deal with the data of CAL files, SPSS and EXCEL software were used here. Some valuable conclusions and some risk index of collapses and landslides were obtained on the bases of the stability. The risk division was made,using the average disastrous area of collapses and landslides every 10 km along the Yangtz River ( from Chongqing to Wushan),at the same time this thesis calculated the risk index of collapses and landslides along the river.
Keywords:The three Gorges Reservoir  Collapse and landslide  Risk evaluation  Stability
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