SEISMOLOGY AND GEOLOGY ›› 2022, Vol. 44 ›› Issue (3): 590-603.DOI: 10.3969/j.issn.0253-4967.2022.03.003
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Received:
2021-06-30
Revised:
2021-09-04
Online:
2022-06-20
Published:
2022-08-02
Contact:
CHEN Xiao-li
通讯作者:
陈晓利
作者简介:
魏延坤, 女, 1996 年生, 现为中国地震局地质研究所构造地质专业在读硕士研究生, 主要从事地震地质灾害研究, E-mail: weiyankun@ies.ac.cn。
基金资助:
CLC Number:
WEI Yan-kun, CHEN Xiao-li. APPLICABILITY OF DIFFERENT SEISMIC LANDSLIDE RISK ASSESSMENT METHODS: A CASE STUDY OF MADUO MS7.4 EARTHQUAKE[J]. SEISMOLOGY AND GEOLOGY, 2022, 44(3): 590-603.
魏延坤, 陈晓利. 不同地震滑坡危险性评价方法的适用性探讨——以玛多MS7.4地震为例[J]. 地震地质, 2022, 44(3): 590-603.
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URL: https://www.dzdz.ac.cn/EN/10.3969/j.issn.0253-4967.2022.03.003
地震烈度 | PGA/m·s-2 |
---|---|
Ⅵ | 0.457~0.936 |
Ⅶ | 0.937~1.94 |
Ⅷ | 1.95~4.01 |
Ⅸ | 4.02~8.3 |
Ⅹ | 8.31~17.2 |
Table 1 Corresponding values of intensity and peak ground acceleration in the study area
地震烈度 | PGA/m·s-2 |
---|---|
Ⅵ | 0.457~0.936 |
Ⅶ | 0.937~1.94 |
Ⅷ | 1.95~4.01 |
Ⅸ | 4.02~8.3 |
Ⅹ | 8.31~17.2 |
岩石类型 | c'/MPa | φ'/(°) | γ/kN·m-3 |
---|---|---|---|
坚硬岩组(Ⅰ) | 0.25 | 40 | 28 |
较坚硬组(Ⅱ) | 0.18 | 33 | 26.5 |
较软岩组(Ⅲ) | 0.10 | 26 | 25 |
软岩组(Ⅳ) | 0.07 | 16 | 23 |
极软岩组(Ⅴ) | 0.05 | 13 | 22.5 |
Table 2 Rock parameters of Maduo earthquake afflicted area
岩石类型 | c'/MPa | φ'/(°) | γ/kN·m-3 |
---|---|---|---|
坚硬岩组(Ⅰ) | 0.25 | 40 | 28 |
较坚硬组(Ⅱ) | 0.18 | 33 | 26.5 |
较软岩组(Ⅲ) | 0.10 | 26 | 25 |
软岩组(Ⅳ) | 0.07 | 16 | 23 |
极软岩组(Ⅴ) | 0.05 | 13 | 22.5 |
危险程度 | F值 | 所占面积/% |
---|---|---|
极高危险 | >1 | 6.89 |
较高危险 | 0.5~1 | 7.23 |
中度危险 | 0~0.5 | 5.31 |
较低危险 | -0.5~0 | 20.24 |
极低危险 | <-1 | 60.33 |
Table 3 Classification of earthquake landslide danger degree
危险程度 | F值 | 所占面积/% |
---|---|---|
极高危险 | >1 | 6.89 |
较高危险 | 0.5~1 | 7.23 |
中度危险 | 0~0.5 | 5.31 |
较低危险 | -0.5~0 | 20.24 |
极低危险 | <-1 | 60.33 |
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