|本期目录/Table of Contents|

[1]王运生,刘江伟,赵波,等.四川珙县Ms 5.4级地震斜坡地震动响应特征[J].地球科学与环境学报,2019,41(05):613-622.
 WANG Yun-sheng,LIU Jiang-wei,ZHAO Bo,et al.Response Characteristics of Slope Seismic to Gongxian Ms 5.4 Earthquake in Sichuan, China[J].Journal of Earth Sciences and Environment,2019,41(05):613-622.
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《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

卷:
第41卷
期数:
2019年第05期
页码:
613-622
栏目:
应用地球物理
出版日期:
2019-09-15

文章信息/Info

Title:
Response Characteristics of Slope Seismic to Gongxian Ms 5.4 Earthquake in Sichuan, China
文章编号:
1672-6561(2019)05-0613-10
作者:
王运生刘江伟赵波罗永红明伟庭 罗越金刚周宇航
(成都理工大学 地质灾害防治与地质环境保护国家重点实验室,四川 成都 610059)
Author(s):
WANG Yun-sheng LIU Jiang-wei ZHAO Bo LUO Yong-hong MING Wei-ting LUO Yue JIN Gang ZHOU Yu-hang
(State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, Sichuan, China)
关键词:
珙县Ms 5.4级地震 长宁Ms 6.0级地震 斜坡 坡体稳定性 放大效应 反应谱 四川
Keywords:
Gongxian Ms 5.4 earthquake Changning Ms 6.0 earthquake slope slope stability site amplification response spectrum Sichuan
分类号:
P642.27
DOI:
-
文献标志码:
A
摘要:
四川珙县Ms 5.4级地震是长宁Ms 6.0级地震第三大余震,在震中区诱发了多处滑坡和崩塌,研究坡体不同部位地震动响应特征对地震地质灾害预测和防治意义重大。通过在距离震源近的斜坡不同位置布置监测点,获取地震动参数及相关变化规律,对研究区域的坡体进行稳定性分析和研究。结果表明:地震在南北向的放大效应大于东西向,覆盖层土体最大位移达到了7.42 mm,与地震时南北向晃动强烈吻合; 对比分析各个监测点的峰值加速度(PGA)、阿里亚斯(Arias)强度,覆盖层土体比高位基岩的放大效应显著; 基岩地震波以低频为主,卓越频率为2~5 Hz,随着高程的增加对高频的地震波有过滤作用,在山顶3#监测点的阿里亚斯强度比山脚1#监测点(参考点)放大数倍,地震动能量强; 通过该区域的抗震设计反应谱与监测反应谱对比分析,可以得出覆盖层土体和高位基岩地震动强烈,前者的宏观表现为覆盖层土体上老旧房屋毁坏严重,后者为高位基岩坡体滑坡和崩塌。
Abstract:
Gongxian Ms 5.4 earthquake is the third largest aftershock after Changning Ms 6.0 earthquake, and numerous landslides and rockfalls are triggered in the earthquake area. In order to detect the influence of seismic response on slope stability, the monitoring points at different positions of the slope close to the source were arranged to obtain the seismic motion parameters and related variation rules. The results show that seismic site amplification in SN-direction is obvious larger than that in EW-direction, whose displacement is also largest, especially for the soil monitoring point(7.42 mm), it is consistent with the strong SN-direction shaking during the earthquake; the soil could produce more obvious site amplification than bedrock by comparing PGA and Arias intensity of all monitoring points, and it could produce stronger dynamic condition; the resonance frequency of bedrock mainly concentrates on 2-5 Hz, and the resonance frequency decreases with the increase of altitude, the Arias intensity of mountain top(3# monitoring point)is obviously stronger than that of mountain foot(1# monitoring point); according to the comparison of seismic design response spectrums and monitoring response spectrums, the soil and bedrock could occur geohazards easily, which threaten to building stability.

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相似文献/References:

[1]王运生,明伟庭,刘江伟,等.丘陵地貌区斜坡强震动响应特征——以四川省长宁县为例[J].地球科学与环境学报,2020,42(04):540.[doi:10.19814/j.jese.2020.01014]
 WANG Yun-sheng,MING Wei-ting,LIU Jiang-wei,et al.Characteristics of Slope Seismic Response Under Strong Earthquake in Hilly Morphologic Area—The Case of Changning County in Sichuan Province, China[J].Journal of Earth Sciences and Environment,2020,42(05):540.[doi:10.19814/j.jese.2020.01014]

备注/Memo

备注/Memo:
收稿日期:2019-07-05; 修回日期:2019-08-18投稿网址:http:∥jese.chd.edu.cn/
基金项目:国家重点研发计划项目(2017YFC1501000); 国家自然科学基金项目(41877235); 国家自然科学基金创新研究群体项目(41521002)
作者简介:王运生(1960-),男,安徽潜山人,教授,博士研究生导师,工学博士,E-mail:wangys60@163.com。
更新日期/Last Update: 2019-09-19