吉林大学学报(地球科学版) ›› 2021, Vol. 51 ›› Issue (5): 1295-1305.doi: 10.13278/j.cnki.jjuese.20210001

• 岩土防灾与减灾 •    下一篇

场地条件对地震动和震害影响的研究进展与建议

薄景山1,2, 李琪1, 齐文浩1, 王玉婷1,3, 赵鑫龙2, 张毅毅2   

  1. 1. 中国地震局工程力学研究所/中国地震局地震工程与工程振动重点实验室, 哈尔滨 150080;
    2. 防灾科技学院地质工程学院/中国地震局建筑物破坏机理与防御重点实验室, 河北 三河 065201;
    3. 北京市地震局, 北京 100080
  • 收稿日期:2021-01-06 出版日期:2021-09-26 发布日期:2021-09-29
  • 通讯作者: 李琪(1996-),女,博士研究生,主要从事场地分类和岩土工程抗震方面的研究,E-mail:liqilq96@163.com E-mail:liqilq96@163.com
  • 作者简介:薄景山(1957-),男,教授,博士生导师,主要从事岩土工程抗震方面的研究,E-mail:bojingshan@163.com
  • 基金资助:
    中国地震局建筑物破坏机理与防御重点实验室开放基金项目（FZ201101）；国家自然科学基金重大项目（U1939209）；中国地震局地震工程与工程振动重点实验室重点专项（2020EEEVL0201）；中国地震局重大政策理论与实践问题研究课题（CEAZY2020JZ07）

Research Progress and Discussion of Site Condition Effect on Ground Motion and Earthquake Damage

Bo Jingshan1,2, Li Qi1, Qi Wenhao1, Wang Yuting1,3, Zhao Xinlong2, Zhang Yiyi2   

  1. 1. Institute of Engineering Mechanics/Key Laboratory of Earthquake Engineering and Engineering Vibration, China Earthquake Administration, Harbin 150080, China;
    2. School of Geological Engineering, Institute of Disaster Prevention/Key Laboratory of Building Collapse Mechanism and Disaster Prevention, China Earthquake Administration, Sanhe 065201, Heibei, China;
    3. Beijing Earthquake Agency, Beijing 100080, China
  • Received:2021-01-06 Online:2021-09-26 Published:2021-09-29
  • Supported by:
    Supported by the Open Fund Project of Key Laboratory of Building Collapse Mechanism and Prevention of China Earthquake Administration (FZ201101) the Key Project of Key Laboratory of Earthquake Engineering and Engineering Vibration, China Earthquake Administration (2020EEEVL0201) and the Research Subject of Major Policy Theory and Practice of China Earthquake Administration (CEAZY2020JZ07) the National Natural Science Foundation of China (U1939209)

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摘要： 场地条件对地震动和震害有重要影响。本文简要回顾了场地条件对地震动和震害影响的研究历史，总结和评述了这一领域的研究进展。重点对地形地貌、岩土类型、覆盖层厚度、土层结构、地下水、岩土动力性质及物理地质现象等对地震动和震害的影响进行了总结和评述。提炼和概括了目前场地条件对地震动和震害影响研究中比较一致的几点认识。在此基础上，提出了这一领域当前应进一步研究的问题，主要包括地震现场资料调查、局部地形几何尺度、场地分类、覆盖层安全厚度界限、近断层地震动参数分布规律、活断层避让距离，以及强震资料积累等关键问题。

关键词: 场地条件, 地震动, 地震灾害, 研究进展, 研究建议

Abstract: Site conditions have a serious impact on ground motion and earthquake damage. In this article, the authors briefly review the research history of the impact of site conditions on ground motion and earthquake damage, and summarize the research progress in this field. They focus on the impact of topography and landforms, rock and soil types, overburden thickness, soil layer structure, groundwater, rock and soil dynamic properties, and physical and geological phenomena on ground motion and earthquake damage, and achieve several consistent understandings in the current research on the impact of site conditions on earthquake damage and ground motion. On this basis, the authors put forward the issues that should be further studied in this field, including seismic field data survey, local terrain geometric scale, site classification, safety thickness limit of overburden, near-fault ground motion parameter distribution law, active fault avoidance distance, and the accumulation of strong earthquake data.

Key words: site conditions, ground motion, earthquake damage, study progress, research suggestions

中图分类号: 

  • P351.1
[1] 建筑抗震设计规范:GB 50011-2010[S]. 北京:中国建筑工业出版社, 2016. Code for Seismic Design of Buildings:GB 50011-2010[S]. Beijing:China Architecture & Building Press, 2016.
[2] 柴田明德.结构抗震分析[M]. 3版. 曲哲, 译. 北京:中国建筑工业出版社, 2020:309-327. Akira Shibata. Seismic Analysis of Structures[M]. 3rd ed. Translated by Qu Zhe. Beijing:China Architecture & Building Press, 2020:309-327.
[3] Wood H O. Distribution of Apparent Intensity in San Francisco in the California Earthquake of April18, 1906[R]. Washington D C:Carnegie Institution of Washington Publication, 1908:220-245.
[4] 翁文灏. 民国九年十二月十六日甘肃的地震[J]. 科学, 1922(7):105-114. Weng Wenhao. Earthquake in Gansu on December 16, 1920[J]. Science, 1922(7):105-114.
[5] 周锡元. 土质条件对建筑物所受地震荷载的影响[C]//中国科学院工程力学研究所地震工程研究报告集. 北京:科学出版社, 1965:21-41. Zhou Xiyuan. Influence of Soil Quality on Seismic Loads of Buildings[C]//Chinese Academy of Engineering Mechanics Research Institute of Earthquake Engineering Research Report. Beijing:Science Press, 1965:21-41.
[6] 胡聿贤, 孙平善, 章在墉, 等. 场地条件对震害和地震动的影响[J]. 地震工程与工程振动, 1980(试刊1):35-41. Hu Yuxian, Sun Pingshan, Zhang Zaiyong, et al. Effect of Site Conditions on Earthquake Damage and Ground Motion[J]. Seismic Engineering and Engineering Vibration, 1980(Tentative 1):35-41.
[7] 薄景山, 李秀领, 李山有. 场地条件对地震动影响研究的若干进展[J]. 世界地震工程, 2003, 19(2):11-15. Bo Jingshan, Li Xiuling, Li Shanyou. Some Progress of Study on the Effect of Site Conditions on Ground Motion[J]. World Earthquake Engineering, 2003, 19(2):11-15.
[8] 同济大学土木工程防灾国家重点实验室. 汶川地震震害[M]. 上海:同济大学出版社, 2008:18-35. State Key Laboratory of Disaster Prevention in Civil Engineering, Tongji University. Earthquake Damage of Wenchuan Earthquake[M]. Shanghai:Tongji University Press, 2008:18-35.
[9] 皇甫岗. 2014年云南鲁甸6.5.级地震[M]. 昆明:云南科技出版社, 2015:375-379. Huangfu Gang. Yunnan Ludian M6.5 Earthquake in 2014[M]. Kunming:Yunnan Science and Technology Press, 2015:375-379.
[10] 王海云, 谢礼立. 自贡市西山公园地形对地震动的影响[J]. 地球物理学报, 2010, 53(7):1631-1638. Wang Haiyun, Xie Lili. Effects of Topography on Ground Motion in Xishan Park, Zigong City[J]. Chinese Journal of Earth Physics, 2010, 53(7):1631-1638.
[11] 王兰民, 吴志坚. 汶川地震场地条件对地震动放大效应的影响[J]. 土木建筑与环境工程, 2010, 32(增刊2):175-178. Wang Lanmin, Wu Zhijian. The Influence of Site Conditions on Ground Motion Amplification Effect in Wenchuan Earthquake[J]. Journal of Civil, Architectural and Environmental Engineering, 2010, 32(Sup. 2):175-178.
[12] 陈拓, 吴志坚, 马巍, 等. 黄土地区场地条件对地震动放大效应影响研究[J]. 地下空间与工程学报, 2012, 8(5):969-974. Chen Tuo, Wu Zhijian, Ma Wei, et al. Study on the Effects of Site Conditions on Earthquake Ground Motion in Loess Sites[J]. Chinese Journal of Underground Space and Engineering, 2012, 8(5):969-974.
[13] 刘晶波. 波动的有限元模拟及复杂场地条件对地震动的影响[D]. 哈尔滨:国家地震局工程力学研究所, 1989. Liu Jingbo. Finite Element Simulation of Fluctuation and the Influence of Complex Site Conditions on Ground Motion[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 1989.
[14] 李金成, 朱达力, 朱镜清. 二维不规则海底地形对海底地震动的影响[J]. 自然灾害学报, 2001, 10(4):142-147. Li Jincheng, Zhu Dali, Zhu Jingqing. Effects of 2-D Irregular Seafloor Topography on Undersea Ground Motion[J]. Journal of Natural Disasters, 2001, 10(4):142-147.
[15] Idriss I M, Seed H B. Seismic Response of Horizontal Soil Layers[J]. ASCE Soil Mechanics and Foundation Division Journal, 1968(4):1003-1031.
[16] Seed H B, Idriss I M. Influence of Soil Conditions on Ground Motions During Earthquake[J]. ASCE Soil Mechanics and Foundation Division Journal, 1969(1):99-137.
[17] 周锡元, 王广军, 苏经宇. 场地·地基·设计地震[M]. 北京:地震出版社, 1990:14-18. Zhou Xiyuan, Wang Guangjun, Su Jingyu. Site Foundation and Design Earthquake[M]. Beijing:Seismological Press, 1990:14-18.
[18] 蒋莼秋. 场地和地基的地震效应概述[J]. 煤矿设计, 1984(3):21-26. Jiang Chunqiu. Overview of the Seismic Effects of the Site and Foundation[J]. Coal Mine Design, 1984(3):21-26.
[19] 刘恢先. 唐山大地震[M]. 北京:地震出版社, 1986:6-19. Liu Huixian. Tangshan Earthquake[M]. Beijing:Seismological Press, 1986:6-19.
[20] 王广军. 层状地基剪切波速的统计关系[J]. 工程勘察, 1982(1):26-29. Wang Guangjun. Statistical Relationship of Shear Wave Velocity of Layered Foundation[J]. Engineering Survey, 1982(1):26-29.
[21] 李秀领. 土层结构对地表地震动参数影响的研究[D]. 哈尔滨:中国地震局工程力学研究所, 2003. Li Xiuling. Study on the Influence of Soil Layer Structure on Ground Motion Parameters[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2003.
[22] 韩军, 李英民. 场地类别对抗震设计反应谱的影响分析[J]. 土木建筑与环境工程, 2010, 32(增刊2):182-183. Han Jun, Li Yingmin. Analysis on the Influence of Site Type on Response Spectrum of Seismic Design[J]. Journal of Civil, Architectural and Environmental Engineering, 2010, 32(Sup. 2):182-183.
[23] 郭锋, 吴东明, 许国富, 等. 场地条件对抗震设计反应谱最大值的影响[J]. 土木工程与管理学报, 2011, 28(1):69-72. Guo Feng, Wu Dongming, Xu Guofu, et al. Effect of Site Condition on the Maximum Value of Seismic Design Response Spectrum[J]. Journal of Civil Engineering and Management, 2011, 28(1):69-72.
[24] 陈鹏, 耿淑伟, 席远, 等.场地条件对竖向抗震设计反应谱最大值的影响[J]. 合肥工业大学学报(自然科学版), 2014, 37(6):710-712. Chen Peng, Geng Shuwei, Xi Yuan, et al. Effect of Site Condition on Maximum Value of Vertical Seismic Design Response Spectrum[J]. Journal of Hefei University of Technology, 2014, 37(6):710-712.
[25] 陈永新, 迟明杰, 李小军. 地表岩土层对地震动特性的影响分析[J]. 地震工程学报, 2015, 37(3):744-747. Chen Yongxin, Chi Mingjie, Li Xiaojun. Effect of Overlaying Rock and Soil Layers on Ground Motion Characteristics[J]. China Earthquake Engineering Journal, 2015, 37(3):744-747.
[26] Dezfulian H, Seed H B. Seismic Response of Soil Deposits Underlain by Sloping[J]. ASCE Soil Mechanics and Foundation Division Journal, 1970, 96(2):631-638.
[27] Dezfulian H, Seed H B. Response of Nonuniform Soil Deposits to Travelling Waves[J]. ASCE Soil Mechanics and Foundation Division Journal, 1971, 97(1):27-46.
[28] 王智猛, 张建经, 张明, 等. 成层场地条件下远场地震动传播特性试验研究[J]. 施工技术, 2017, 46(18):110-113. Wang Zhimeng, Zhang Jianjing, Zhang Ming, et al. Study on Dynamic Characteristics of Layered Site Under Far Field Earthquake by Shaking Table Tests[J]. Construction Technology, 2017, 46(18):110-113.
[29] 王广军. 场地条件影响和抗震设计反应谱的若干问题[J]. 工程抗震, 1992(3):28-52. Wang Guangjun. Influence of Site Conditions and Response Spectrum of Seismic Design[J]. Engineering Seismic Resistance, 1992(3):28-52.
[30] 钱胜国. 软土夹层地基场地土层地震反应特性的研究[J]. 工程抗震, 1994(1):32-36. Qian Shengguo. Study on Seismic Response Characteristics of Soil Layer in Soft Soil Interlayer Foundation[J]. Engineering Seismic Resistance, 1994(1):32-36.
[31] 王松涛, 陈向东, 魏刚, 等. 超软弱土层对场地地震反应的影响[C]//第四届全国地震工程会议论文集:一. 哈尔滨:中国地震局工程力学研究所, 1994:79-85. Wang Songtao, Chen Xiangdong, Wei Gang, et al.Influence of Super-Soft Soil Layer on Site Earthquake Response[C]//Proceedings of the Fourth National Conference on Earthquake Engineering:I. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 1994:79-85.
[32] 刘曾武. 考虑软弱夹层的影响对设计反应谱修正的简易方法[C]//第四届全国地震工程会议论文集:一. 哈尔滨:中国地震局工程力学研究所, 1994:86-91. Liu Zengwu. A Simple Method for Design Response Spectrum Correction Considering the Influence of Weak Interlayers[C]//Proceedings of the Fourth National Conference on Earthquake Engineering:I. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 1994:86-91.
[33] 江静贝, 符圣聪, 崔卫国. 从不同场地反应谱形状看设计谱的确定[J]. 工程抗震, 1995(2):47-49. Jiang Jingbei, Fu Shengcong, Cui Weiguo. Determination of Design Spectrum from the Shape of Response Spectrum of Different Sites[J]. Engineering Seismic Resistance, 1995(2):47-49.
[34] 崔正涛. 场地土组合特征和设计反应谱[D]. 哈尔滨:国家地震局工程力学研究所, 1995. Cui Zhengtao. Site Combination Characteristics and Design Response Spectrum[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 1995.
[35] 翟庆生. 基于土层结构的场地分类方法的研究[D]. 哈尔滨:中国地震局工程力学研究所, 2003. Zhai Qingsheng. Study on the Method of Site Classification Based on Soil Layer Construction[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2003.
[36] 齐文浩, 刘红帅, 薄景山.场地分类的新指标:土层等效周期[J]. 地震工程与工程振动, 2013, 33(6):228-235. Qi Wenhao, Liu Hongshuai, Bo Jingshan. A New Site Classification Index:Equivalent Period of Soil Layer[J]. Journal of Earthquake Engineering and Engineering Vibration, 2013, 33(6):228-235.
[37] 齐文浩, 薄景山, 刘红帅.水平成层场地基本周期的估算公式[J]. 岩土工程学报, 2013, 35(4):779-784. Qi Wenhao, Bo Jingshan, Liu Hongshuai. Fundamental Period Formula for Horizontal Layered Soil Profiles[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4):779-784.
[38] 齐文浩, 薄景山, 阮璠, 等. 中国场地分类方法的一种改进方案[J]. 自然灾害学报, 2015, 24(1):234-238. Qi Wenhao, Bo Jingshan, Ruan Fan, et al. Improvement on Current Site Classification in China[J]. Journal of Natural Disasters, 2015, 24(1):234-238.
[39] 王竞. 考虑土层结构影响的场地分类方法研究[D].哈尔滨:中国地震局工程力学研究所, 2018. Wang Jing. Study on Site Classification Method Considering the Influence of Soil Structure[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2018.
[40] 华永超. 基于场地基本周期的土体场地放大效应研究[D]. 哈尔滨:中国地震局工程力学研究所, 2020. Hua Yongchao. Study on Soil Site Amplification Effect Based on Site Period[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2020.
[41] 周正华, 李玉萍, 周游, 等.硬夹层厚度对场地地震反应的影响[J]. 地震地质, 2019, 41(5):1254-1265. Zhou Zhenghua, Li Yuping, Zhou You, et al. The Effect of Hard Interlayer Thickness on the Site Seismic Response[J]. Seismology and Geology, 2019, 41(5):1254-1265.
[42] 孙平善. 强震地面破裂预测的宏观经验[C]//第四届全国地震工程会议论文集:一. 哈尔滨:中国地震局工程力学研究所, 1994:141-144. Sun Pingshan. Macro Experience of Ground Rupture Prediction in Strong Earthquakes[C]//Proceedings of the Fourth National Conference on Earthquake Engineering:I. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 1994:141-144.
[43] 黄静宜. 强震地表破裂评估方法研究[D].哈尔滨:中国地震局工程力学研究所, 2016. Huang Jingyi. Research on the Method for Evaluating the Earthquake Surface Rupture[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2016.
[44] 薄景山, 黄静宜, 张建毅, 等. 基于逻辑回归分析的强震地表破裂预测方法[J]. 地震工程与工程振动, 2019, 39(4):1-7. Bo Jingshan, Huang Jingyi, Zhang Jianyi, et al. A Prediction Method of Surface Rupture in Strong Earthquakes Based on Logistic Regression Analysis[J]. Earthquake Engineering and Engineering Vibration, 2019, 39(4):1-7.
[45] 王钟琦, 谢君斐, 石兆吉. 地震工程地质导论[M]. 北京:地震出版社, 1983:82. Wang Zhongqi, Xie Junfei, Shi Zhaoji. Introduction to Seismic Engineering Geology[M]. Beijing:Seismological Press, 1983:82.
[46] 王钟琦, 张荣祥, 汪敏, 等. 地震区工程选址手册[M]. 北京:中国建筑工业出版社, 1994:57. Wang Zhongqi, Zhang Rongxiang, Wang Min, et al.Site Selection Manual of Earthquake Engineering[M]. Beijing:China Architecture & Building Press, 1994:57.
[47] 董津城, 刘守华. 发震断层上覆盖层厚度对工程影响研究报告[R]. 北京:北京市勘察设计研究院, 1996. Dong Jincheng, Liu Shouhua. Research Report on the Influence of Overburden Thickness on Engineering of Seismic Fault[R]. Beijing:Beijing Survey and Design Institute, 1996.
[48] 建筑抗震设计规范:GB 50011-2001[S]. 北京:中国建筑工业出版社, 2001. Code for Seismic Design of Buildings:GB 50011-2010[S]. Beijing:China Architecture & Building Press, 2001.
[49] 郭恩栋, 冯启民, 薄景山. 覆盖土层场地地震断裂试验[J]. 地震工程与工程振动, 2001, 21(3):145-149. Guo Endong, Feng Qimin, Bo Jingshan. A Method for Earthquake Rupture Analysis of Overlying Soil Site[J]. Earthquake Engineering and Engineering Dynamics, 2001, 21(3):145-149.
[50] 郭恩栋, 邵广彪, 薄景山, 等. 覆盖土层场地地震断裂反应分析方法[J]. 地震工程与工程振动, 2002, 22(5):122-126. Guo Endong, Shao Guangbiao, Bo Jingshan, et al. A Method for Earthquake Rupture Analysis of Overlying Soil Site[J]. Earthquake Engineering and Engineering Dynamics, 2002, 22(5):122-126.
[51] 刘守华, 董津城, 许光明, 等. 地下断裂对不同地质上覆土层的工程影响[J]. 岩石力学与工程学报, 2005, 24(11):1868-1874. Liu Shouhua, Dong Jincheng, Xu Guangming, et al. Influence on Different Overburden Soils Due to Bedrock Fracture[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(11):1868-1874.
[52] 胡平. 第四纪地层中断层同震错动行为的离心机试验研究[D]. 北京:中国科学院地质与地球物理研究所, 2009. Hu Ping. Centrifuge Modeling on the Behavior of Co-Seismic Fault Dislocation in the Quaternary Stratum[D]. Beijing:Institute of Geology and Geophysics, Chinese Academy of Sciences, 2009.
[53] 危险房屋鉴定标准:JGJ 125-2016[S]. 北京:中国建筑工业出版社, 2016:6. Standardfor Dangerous Building Appraisal:JGJ 125-2016[S]. Beijing:China Architecture & Building Press, 2016:6.
[54] 沈超. 强震逆断层地表破裂的离心模型试验研究[D]. 哈尔滨:中国地震局工程力学研究所, 2020. Shen Chao. Centrifuge Tests on Ground Surface Rupture Induced by Strong Earthquake[D].Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2020.
[55] 贾俊峰, 杜修力, 韩强. 近断层地震动特征及其对工程结构影响的研究进展[J]. 建筑结构学报, 2015, 36(1):1-12. Jia Junfeng, Du Xiuli, Han Qiang. A State of the Art Review of Near-Fault Earthquake Ground Motion Characteristics and Effects on Engineering Structures[J]. Journal of Building Structures, 2015, 36(1):1-12.
[56] Bray J D, Adrian R M. Characterization of Forward-Directivity Ground Motion in the Near-Fault Region[J]. BSSA, 2003, 24(11):815-828.
[57] Abrahamson N A, Somerville D G. Effects of the Hanging Wall and Footwall on Ground Motions Recorded During the Northridge Earthquake[J]. BSSA, 1996, 86(1):93-99.
[58] 喻言祥, 高查谭. 台湾集集地震近场地震动的上盘效应[J]. 地震学报, 2001, 23(6):615-621. Yu Yanxiang, Gao Chatan. Effects of the Hanging Wall and Footwall on Peak Acceleration During the Chi-Chi Earthquake, Taiwan[J]. Acta Seismological Sinica, 2001, 23(6):615-621.
[59] 周正华, 周雍年, 卢涛, 等. 竖向地震动特征研究[J]. 地震工程与工程振动, 2003, 23(3):25-29. Zhou Zhenghua, Zhou Yongnian, Lu Tao, et al. Study on Characteristics of Vertical Ground Motion[J]. Earthquake Engineering and Engineering Dynamics, 2003, 23(3):25-29.
[60] 赵培培. 设计反应谱拟合方法研究及特征参数统计[D]. 哈尔滨:中国地震局工程力学研究所, 2017. Zhao Peipei. Statistics of Characteristic Parameters and Research on Fitting Method of Design Response Spectrum[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2017.
[61] 李宁, 刘洪国, 刘平, 等. 近断层竖向地震动的特征统计分析[J]. 土木工程学报, 2020, 53(10):120-128. Li Ning, Liu Hongguo, Liu Ping, et al. Statistical Analysis of Vertical Ground Motion Characteristics in Near-Fault Regions[J]. China Civil Engineering Journal, 2020, 53(10):120-128.
[62] 车用太, 鱼金子. 地震地下流体学[M]. 北京:气象出版社, 2006:180-226. Che Yongtai, Yu Jinzi. Underground Fluid and Earthquake[M]. Beijing:China Meteorological Press, 2006:180-226.
[63] 兰州地震大队中长期预报队抗震中队. 场地条件对震害的影响[J]. 勘察技术资料, 1977(4):10-22. Earthquake Resistance Squadron of Medium and Long Term Prediction Team of Lanzhou Earthquake Brigade. Influence of Site Conditions on Earthquake Damage[J]. Technical Data of Investigation, 1977(4):10-22.
[64] 胡聿贤. 地震工程学[M]. 2版. 北京:地震出版社, 2006:63-66. Hu Yuxian. Seismic Engineering[M]. 2nd ed. Beijing:Seismological Press, 2006:63-66.
[65] 门福录, 崔杰, 景立平. 含水与不含水地层的分层交错对地面运动和波传播的影响[J]. 地球物理学报, 1995, 38(6):774-787. Men Fulu, Cui Jie, Jing Liping. Effect of Alternate Day and Saturated Soil Layers on Ground Motion and Wave Propagation[J]. Chinese Journal of Geophysics, 1995, 38(6):774-787.
[66] Yang J, Sato T. Influence of Water Saturation on Horizontal and Vertical Motion at a Porous Soil Interface Induced by Incident SV Wave[J]. SDEE, 2000, 19(5):339-346.
[67] 崔杰. 含水土层中的波传播及土壤液化[D]. 哈尔滨:中国地震局工程力学研究所, 2002. Cui Jie. The Wave Propagation in Saturated Soil Layer and Sand Liquefaction[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2002.
[68] 王祥建. 二维饱水介质的波动分析[D]. 哈尔滨:中国地震局工程力学研究所, 2003. Wang Xiangjian. Analysis on Wave Propagation in Two Dimensional Saturated Media[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2003.
[69] 景立平, 卓旭炀, 王祥建. 复杂介质对地震波传播的影响[J]. 岩土工程学报, 2005, 27(4):393-397. Jing Liping, Zhuo Xuyang, Wang Xiangjian. The Effect of Complex Media on Seismic Wave Propagation[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(4):393-397.
[70] 高广运, 陈青生, 何俊锋, 等. 地下水位上升对上海软土场地地震反应的影响[J]. 岩土工程学报, 2011, 33(7):989-995. Gao Guangyun, Chen Qingsheng, He Junfeng, et al. Effect of Rise of Groundwater Table on Seismic Ground Response of Soft Soil in Shanghai[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7):989-995.
[71] 李伟华, 赵成刚. 地下水位变化对地震地面运动的影响[J]. 地震学报, 2015, 37(3):482-492. Li Weihua, Zhao Chenggang. Effects of the Groundwater Level Variation on Earthquake Ground Motions[J]. Acta Seismological Sinica, 2015, 37(3):482-492.
[72] 常晁瑜. 地下水对地表地震动参数的影响研究[D]. 三河:防灾科技学院, 2016. Chang Chaoyu. The Effect of Groundwater on Surface Ground Motion Parameters[D]. Sanhe:Institute of Disaster Prevention, 2016.
[73] 陈剑平, 刘经, 王清, 等. 含水率对分散性土抗剪强度特性影响的微观解释[J]. 吉林大学学报(地球科学版), 2021, 51(3):792-803. Chen Jianping, Liu Jing, Wang Qing, et al. Microscopic Interpretation of Water Content Influence on Shear Strength of Dispersive Soil[J]. Journal of Jilin University (Earth Science Edition), 2021, 51(3):792-803.
[74] 乔峰. 三种特殊土动力反应特征的研究[D]. 哈尔滨:中国地震局工程力学研究所, 2020. Qiao Feng. Study on Soil Site Amplification Effect Based on Site Period[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2020.
[75] 薄景山, 段玉石, 常晁瑜, 等. 斜坡地震稳定性研究的若干问题[J]. 自然灾害学报, 2019, 28(1):1-8. Bo Jingshan, Duan Yushi, Chang Chaoyu, et al. Some Problems of Study on Slope Stability Under Earthquake[J]. Journal of Natural Disasters, 2019, 28(1):1-8.
[76] 许冲, 戴福初, 徐锡伟. 汶川地震滑坡灾害研究综述[J]. 地质论评, 2010, 56(6):861-874. Xu Chong, Dai Fuchu, Xu Xiwei. Wenchuan Earthquake-Induced Landslides:An Overview[J]. Geological Review, 2010, 56(6):861-874.
[77] 王亮. 基于逻辑回归的砂土液化判别研究[D]. 哈尔滨:中国地震局工程力学研究所, 2017. Wang Liang. Study on Logistic Regression Model-Based Procedure for Evaluating Liquefaction Potential[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2017.
[78] 廖振鹏. 地震小区划理论与实践[M]. 北京:地震出版社, 1989:1-11. Liao Zhenpeng. Theory and Practice of Seismic Microzoning[M]. Beijing:Seismological Press, 1989:1-11.
[79] 张建毅. 工程场地活断层避让距离研究[D]. 哈尔滨:中国地震局工程力学研究所, 2015. Zhang Jianyi. Active Fault Setback Research on Engineering Site[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2015.
[80] 徐锡伟, 郭婷婷, 刘少卓, 等. 活动断层避让相关问题的讨论[J]. 地震地质, 2016, 38(3):477-502. Xu Xiwei, Guo Tingting, Liu Shaozhuo, et al. Discussion on Issues Associated with Setback Distance from Active Fault[J]. Seismology and Geology, 2016, 38(3):477-502.
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