[1]金 刚a,王运生b*,史丙新,等.宜宾长宁MS6.0级地震斜坡动力响应特征[J].山地学报,2019,(6):943-954.[doi:10.16089/j.cnki.1008-2786.000484]
 JIN Ganga,WANG Yunshengb*,SHI Bingxin,et al.Characteristics of Seismic Response of the 6.0-Magnitude Earthquake,Changing county of Yibin in Southwest China's Sichuan province[J].Mountain Research,2019,(6):943-954.[doi:10.16089/j.cnki.1008-2786.000484]
点击复制

宜宾长宁MS6.0级地震斜坡动力响应特征()
分享到:

《山地学报》[ISSN:1008-2186/CN:51-1516]

卷:
期数:
2019年第6期
页码:
943-954
栏目:
研究简报
出版日期:
2019-11-30

文章信息/Info

Title:
Characteristics of Seismic Response of the 6.0-Magnitude Earthquake,Changing county of Yibin in Southwest China's Sichuan province
文章编号:
1008-2786-(2019)6-943-12
作者:
金 刚1a王运生1b*史丙新2罗 越1b明伟庭1a
1.成都理工大学 a.环境与土木工程学院; b.地质灾害防治与地质环境保护国家重点实验室,成都 610059; 2. 四川省地震局,成都 610059
Author(s):
JIN Gang1aWANG Yunsheng1b*SHI Bingxin2LUO Yue1bMING Weiting1a
1. a. College of Environment and Civil Engineering; b. State Key Laboratory of Geo-Hazard Preventionand Geo-Environment Protection,Chengdu University of Technology Chengdu 610000,China; 2. Seismological Bureau of Sichuan Province,Chengdu 610000,China
关键词:
长宁地震 同震地质灾害 山体地震动响应
Keywords:
Changning Earthquake Co-earthquake Geological Disasters Amplification Effect
分类号:
P642~A
DOI:
10.16089/j.cnki.1008-2786.000484
摘要:
地震作用下,山体发生同震地质灾害,在山体特定部位相对集中,破坏程度较大。目前学术界多采取物理模型实验和数值模拟研究这一现象,较少地采取天然地震下记录到的山体地震动响应数据进行分析。长宁MS6.0级主震以及MS5.4级余震触发了布置在石棉南垭河两岸的3台强震监测仪,通过分析记录到的地震数据,结果表明:(1)震级的绝对大小决定了同一监测点峰值加速度和阿里亚斯强度(Arias Intensity)的大小,即呈正相关;(2)覆盖层场地在水平向对地震波能量表现为较为明显的低频放大效应和高频衰减效应,而在垂直向则不明显;(3)覆盖层场地水平方向特征周期远大于基岩场地;(4)山脊部位对地震具有明显的放大效应,表现为山脊处的水平向峰值加速度与阿里亚斯强度的放大;(5)覆盖层场地在三分量上均对峰值加速度和阿里亚斯强度均有放大,尤其是对阿里亚斯强度的放大最为显著。但是放大效应在水平向上要远强于垂直向;(6)地震动响应规律具有极强的方向性,水平向放大效应远强于垂直向。本研究为川西北高烈度山区地震危险性评价提供依据和参考。
Abstract:
Following main and aftershocks of strong earthquakes, mountainous regions are susceptible to geohazards i.e., landslides. Despite persistent efforts to be made in understanding mechanisms of such geohazards through physical and numerical modeling, further efforts still need to investigate the site amplification effects of hillslopes through seismic monitoring. For example, the 2019 Changning earthquake occurred in Changning county of Yibin, Sichuan province, China, with a magnitude of MS 6.0 and followed by many aftershocks of ≤MS 5.4. These events were well recorded in three earthquake monitoring stations located on both bank sides of the Nanya river. To understand the mechanism and response of hillslopes to the main and aftershocks, in this study, detailed analyses of the recorded seismic data had been conducted and confirmed following observations:(1)The earthquake magnitude was positively correlated with magnitude of peak ground acceleration and Arias intensity at the same site;(2)Along the horizontal directions, while confronting seismic wave energy, the soil layer had a more obvious low-frequency amplification and high-frequency attenuation effect compared to direction;(3)The horizontal predominant period of soil site was much longer than that of rock site;(4)The ridge had an apparent amplification effect during the earthquake, which reflected as the amplification of the horizontal peak ground acceleration and Arias intensity;(5)The soil site had an amplification effect on both the peak ground acceleration and Arias intensity of three components, especially on the latter(Arias intensity), with amplification effect much stronger in horizontal directions;(6)The seismic response to mountain hillslopes had a strong directivity, and the amplification effect in the horizontal directions was much stronger than that of the vertical directions. It is believed that the findings of this study would serve as a reference to draw seismic risk assessment in high mountainous areas in northwest Sichuan province.

参考文献/References:

[1] 罗永红,王运生.汶川地震诱发山地斜坡震动的地形放大效应[J].山地学报,2013,31(2):200-210. [LUO Yonghong, WANG Yunsheng. Terrain amplification effect of mountain slope vibration induced by Wenchuan earthquake[J]. Mountain Research, 2013, 31(2): 200-210]
[2] 罗永红. 地震作用下复杂斜坡响应规律研究[D].成都:成都理工大学,2011. [LUO Yonghong. Study on Response Law of complex slope under earthquake action[D]. Chengdu: Chengdu University of Technology, 2011:190-192.]
[3] CELEBI M. Topography and geologic amplification determined from strong-motion and after shock records of 3 March 1985 Chile earthquake[J]. Bulletin of the Seismological of America.1987,77:1147-1107.
[4] HARTZELL S H, CARVER D L, KING K W. Initial investigation of site and topography effects at Robinwood ridge, California[J]. Bull.Seis.Soc.Am.1984,84:1366-1349.
[5] 李孝波,薄景山,王欣.基岩地形对地震动影响研究[J].岩土工程学报,2017,39(3):460-468. [LI Xiaobo, BO Jingshan, WANG Xin. Study on the influence of bedrock topography on ground motion[J]. Journal of Geotechnical Engineering, 2017, 39(3): 460-468]
[6] 黄栋,乔建平,张小刚.堆积层斜坡地震动地形效应试验研究[J].岩石力学与工程学报,2017,36(3):587-598. [HUANG Dong, QIAO Jianping, ZHANG Xiaogang. Experimental study on topographic effect of seismic ground motion on accumulative slope [J]. Journal of Rock Mechanics and Engineering, 2017,36(3): 587-598]
[7] 许强,李为乐.汶川地震诱发滑坡方向效应研究[J].四川大学学报(工程科学版),2010,42(S1):7-14. [XU Qiang, LI Weile. Directional effects of landslides induced by Wenchuan earthquake[J]. Journal of Sichuan University(Engineering Science Edition), 2010, 42(S1): 7-14]
[8] 黄润秋.汶川地震地质灾害后效应分析[J].工程地质学报,2011,19(2):145-151. [HUANG Runqiu. Post-earthquake effect analysis of Wenchuan earthquake geological hazard[J]. Journal of Engineering Geology, 2011,19(2): 145-151]
[9] 雷清雄,王运生,贺建先.西藏俄拉村滑坡地震动态响应失稳过程[J].山地学报,2017,35(3):332-339. [LEI Qingxiong, WANG Yunsheng, HE Jianxian. Analysis on failure process and seismic response of Ela village landslide in Tibet[J]. Mountain Research, 2017, 35(3): 332-339]
[10] 祁生文,伍法权,孙进忠.边坡动力响应规律研究[J].中国科学E辑:技术科学,2003(S1):28-40. [QI Shengwen, WU Faquan, SUN Jinzhong. Study on the law of slope dynamic response[J]. Chinese Science E: Technical Science, 2003(S1): 28-40]
[11] 刘汉香,许强,范宣梅.地震动参数对斜坡加速度动力响应规律的影响[J].地震工程与工程振动,2012,32(2):41-47. [LIU Hanxiang, XU Qiang, FAN Xuanmei. The influence of ground motion parameters on the dynamic response of slope acceleration[J]. Seismic Engineering and Engineering Vibration, 2012, 32(2): 41-47]
[12] 周兴涛,韩金良,施凤根.地形地貌对地震波放大效应数值模拟研究[J].工程地质学报,2014,22(6):1211-1220. [ZHOU Xingtao, HAN Jinliang, SHI Fenggen. Study on numerical simulation of seismic wave amplification by topography and geomorphology [J]. Journal of Engineering Geology, 2014, 22(6): 1211-1220]
[13] 刘琨,卢育霞,李倩.复杂地形条件对强地震动特征的影响[J].世界地震工程,2012,28(4):80-88. [LIU Qi, LU Yuxia, LI Qian. The influence of complex topographic conditions on the characteristics of strong ground motion[J]. World Seismic Engineering, 2012, 28(4): 80-88]
[14] 贺建先,王运生,罗永红.康定MS6.3级地震斜坡地震动响应监测分析[J].工程地质学报,2015,23(3):383-393. [HE Jianxian, WANG Yunsheng, LUO Yonghong, Kangding MS6.3 earthquake slope seismic response monitoring analysis[J]. Journal of Engineering Geology, 2015, 23(3): 383-393]
[15] 王运生,贺建先,罗永红.康定MS5.8级地震冷竹关坡体内地震动响应特征[J].西南交通大学学报,2015,50(5):838-844. [WANG Yunsheng, HE Jianxian, LUO Yonghong, Seismic responses of Lengzhuguan slope during Kanding MS5.8 earthquake[J]. Journal of Southwest Jiaotong University, 2015, 50(5): 838-844]
[16] 王运生,刘江伟,赵波.四川珙县M_s 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(5):613-622. [WANG Yunsheng, LIU Jiangwei, ZHAO Bo, Response Characteristics of slope seismic to Gongxian MS5.4 earthquake in Sichuan, China[J]. Journal of Earth Sciences and Environment, 2019, 41(5): 613-622]
[17] 欧剑锋,罗永红,王运生.基于环境噪声及地震数据对斜坡地震动响应特征分析--以芦山仁加斜坡为例[J].山地学报,2019,37(3):382-391. [OU Jianfeng, LUO Yonghong, WANG Yunsheng. Analysis of slope dynamic inferred from ambient noise and seismic data: the case of Renjia slope Lushan County, Sichuan, China[J]. Mountain Research, 2019, 37(3): 382-391]
[18] 王运生,全清,罗永红.四川芦山MS7.0级地震的地质环境影响分析[J].地球科学与环境学报,2013,35(2):92-98. [WANG Yunsheng, QUAN Qing, LUO Yonghong. Geological Environmental impact analysis of Lushan MS7.0 earthquake[J]. Journal of Geosciences and Environment, 2013, 35(2): 92-98]
[19] 陈泽硕,邓荣贵,宋志.四川石棉县“7·4”朱扎沟泥石流形成机制与堵河影响分析[J].中国地质灾害与防治学报,2016,27(3):42-46,65. [CHEN Zeshuo, DENG Ronggui, SONG Zhi. Formation mechanism of debris flow and impact analysis of river blockage in Zhuzhagou on July 4, Shimian County, Sichuan [J]. Chinese Journal of Geological Disasters and Prevention, 2016, 27(3): 42-46,65]
[20] 李璐,吴志坚,李瑞宽.岷县--漳县6.6级地震极震区场地覆盖层厚度探测及三维地形模型建立[J].地震工程学报,2018,40(6):1191-1197. [LI Lu, WU Zhijian, LI Ruikuan, Minxian-Zhangxian MS6.6 earthquake epicenter site coverage thickness detection and three-dimensional topographic model establishment[J]. Journal of Seismic Engineering, 2018,40(6): 1191-1197]
[21] 吴忠铁,范萍萍,杜永峰.地震波参数对基础隔震体系的减震效果影响研究与试验验证[J].土木工程学报,2019,52(6):35-44,54. [WU Zhongtie, FAN Pingping, DU Yongfeng. Research and experimental verification of the influence of seismic wave parameters on the seismic absorption effect of base isolation system[J]. Journal of Civil Engineering, 2019, 52(6): 35-44,54]
[22] HUGO M J. Modeling subduction earthquake sources in the central-western region of Colombia using waveform inversion of body waves[J]. Journal of Geodynamics,2018,116(13):47-61.
[23] 张文,刘勇,王运生.地震作用下边坡及不利地质体的动力特征[J].山地学报,2016,34(6):732-740. [ZHANG Wen, LIU Yong, WANG Yunsheng. Analysis of dynamic characteristics of slope and unfavorable geological body under earthquake[J]. Mountain Research, 2016, 34(6): 732-740]

备注/Memo

备注/Memo:
收稿日期(Received date):2019-07-15; 修回日期(Accepted date):2019-12-15
基金项目(Foundation item):国家自然科学基金(41877235); 地质灾害防治与地质环境保护国家重点实验室自主课题项目(SKLGP2015Z001)。[National Natural Science Foundation of China(41877235); The Independent Fund of State Key Laboratory of Geo-hazard And Geo-Environment Protection( SKLGP2015Z001)]
作者简介(Biography):金刚(1996-),男,河南郑州人,硕士研究生,主要从事地质工程与区域稳定性研究工作。[JIN Gang(1996-),male, Zhengzhou, Henan province, M.sc candidate, majored in geological engineering]E-mail: 825200169@qq.com
更新日期/Last Update: 2019-11-30