[1](张雨婷,任叶飞,米欣雪,等.区域场地分类方法研究综述[J].世界地震工程,2023,39(02):189-199.[doi:10.19994/j.cnki.WEE.2023.0042 ]
　(ZHANG Yuting,REN Yefei,MI Xinxue,et al.Research progress of the regional site classification method[J].,2023,39(02):189-199.[doi:10.19994/j.cnki.WEE.2023.0042 ]
点击复制

区域场地分类方法研究综述
分享到：

《世界地震工程》[ISSN:/CN:]

卷:
39
期数:
2023年02期
页码:
189-199
栏目:
常规论文
出版日期:
2023-05-15

文章信息/Info

Title:
Research progress of the regional site classification method
文章编号:
1007-6069(2023)02-0189-11
作者:
(张雨婷1; 2; 任叶飞1; 2; 米欣雪1; 2; 温瑞智1; 2; 王宏伟1; 2)
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,黑龙江 哈尔滨 150080; 2. 地震灾害防治应急管理部重点实验室,黑龙江 哈尔滨 150080
Author(s):
(ZHANG Yuting1; 2;  REN Yefei1; 2;  MI Xinxue1; 2;  WEN Ruizhi1; 2;  WANG Hongwei1; 2)
1.Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China; 2. Key Laboratory of Earthquake Disaster Mitigation, Ministry of Emergency Management, Harbin 150080, China
关键词:
场地类别;  场地分类;  VS30;  地形、地貌和地质条件
Keywords:
site classes;  site classification;  VS30;  topographic;  geomorphic and geological conditions
分类号:
P315.9
DOI:
10.19994/j.cnki.WEE.2023.0042
文献标志码:
A
摘要:
大量破坏性地震震害调查结果表明:松软土层场地上的震害情况要比坚硬岩石场地上的震害情况更加严重,在一定区域范围内不同类型场地上震害差别也较大,因此场地放大效应及区域场地分类的研究逐渐成为地震工程领域关注的热点问题。随着高精度地形地貌数据及地理信息处理软件的逐步完善,区域场地分类方法的研究迅速发展。本文重点介绍了基于地形条件、地貌条件、地质条件及综合条件的场地分类方法,对各方法的优缺点进行探讨,并分析了其在使用时应注意的重点问题。
Abstract:
A large number of destructive earthquake damage investigation results show that the seismic damage on soft soil is more serious than that on hard rock, and the seismic damage on different site characteristics in a certain area is also different. Therefore, the research on site amplification effect and regional site classification has become a hot issue in the field of earthquake engineering. With the improvement of high-precision topographic and geomorphic data and thedevelopment of geographic information processing software, regional site classification methods are developing rapidly. This paper mainly introduces the site classification method based on topographic conditions, geomorphic conditions, geological conditions and comprehensive conditions, discusses the advantages and disadvantages of each method, and analyzes the key problems of them in application.

参考文献/References:

[1] 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.(in Chinese)
[2] 夏坤, 王蕾, 李方圆, 等. 汶川地震黄土地区地震动特征分析[J]. 世界地震工程, 2020, 36(4): 193-199.
XIA Kun, WANG Lei, LI Fangyuan, et al. Strong ground motion characteristics of loess area in Wenchuan earthquake[J]. World Earthquake Engineering, 2020, 36(4): 193-199.(in Chinese)
[3] WALD D J, WORDEN B C, QUITORIANO V, et al. ShakeMap Manual: Technical Manual, Users Guide, and Software Guide[R]. U.S. Geological Survey, 2006, 1-156.
[4] ABRAHAMSON N, SILVA W. Summary of the abrahamson & silva NGA ground-motion relations[J]. Earthquake Spectra, 2008, 24(1): 67-97.
[5] ABRAHAMSON N A, SILVA W J, KAMAI R. Update of the AS08 Ground-motion Prediction Equations Based on the NGA-West2 Data Set[R]. Pacific Earthquake Engineering Research Center, University of California, Berkeley, PEER Report, 2013.
[6] BOORE D M, ATKINSON G M. Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01sand 10.0s[J]. Earthquake Spectra, 2008, 24(1): 99-138.
[7] BOORE D M, STEWART J P, SEYHAN E, et al. NGA-West2 Equations for Predicting Response Spectral Accelerations for Shallow Crustal Earthquakes[R]. Pacific Earthquake Engineering Research Center, University of California, Berkeley, PEER Report, 2013.
[8] LI X J, JING B B, LIU C, et al. Site classification method based on geomorphological and geological characteristics and its application in China[J]. Bulletin of the Seismological Society of America, 2019, 109(5): 1843-1854.
[9] 温瑞智, 徐培彬, 任叶飞, 等. 强震动记录Flatfile的研究进展[J]. 地震工程与工程振动, 2017, 37(3): 38-47.
WEN Ruizhi, XU Peibin, REN Yefei, et al. Development of the strong-motion flatfile[J]. Earthquake Engineering and Engineering Dynamics, 2017, 37(3): 38-47.(in Chinese)
[10] 徐培彬. 基于我国强震动数据Flatfile的地震动不确定性研究[D]. 哈尔滨: 中国地震局工程力学研究所, 2019.
XU Peibin. Study on the ground motion uncertainty based on the chinese flatfile[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration, 2019.(in Chinese)
[11] Building Seismic Safety Council(BSSC). The 2003 NEHRP Recommended Provisions for New Buildings and Other Structures, Part I(Provisions)and Part II(Commentary)[S]. FEMA 368/369,Washington, D.C, 2003,
[12] DS/EN 1998—1: 2005 Eurocode 8: Design of Structures for Earthquake Resistance-Part 1: General Rules, Seismic Actions and Rules for Buildings[S]. Danish Standards, 2005.
[13] GB 50011—2010建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010.
GB 50011—2010 Code for Seismic Design of Buildings[S]. Beijing: China Architecture & Building Press, 2010.(in Chinese)
[14] FUMAL T E, TINSLEY J C. Mapping shear-wave velocities of near-surface geologic materials, evaluating earthquake hazards in the Los Angeles region–An earth-science perspective[J]. U.S. Geological Survey Professional, 1985: 101-126.
[15] WALD D J, ALLEN T I. Topographic slope as a proxy for seismic site conditions and amplification[J]. Bulletin of the Seismological Society of America, 2007, 97(5): 1379-1395.
[16] ALLEN T I, WALD D J. On the use of high-resolution topographic data as a proxy for seismic site conditions(VS30)[J]. Bulletin of the Seismological Society of America, 2009, 99(2A): 935-943.
[17] LEMOINE A, DOUGLAS J, COTTON F. Testing the applicability of correlations between topographic slope and VS30 for Europe[J]. Bulletin of the Seismological Society of America, 2012, 102(6): 2585-2599.
[18] 亢川川. 通过地形坡度估计四川省场地类别研究[D]. 北京: 中国地震局地球物理研究所, 2017.
KANG Chuanchuan. Topographic slope as a proxy for site category in sichuan area[D]. Beijing: Institute of Geophysics China Earthquake Administation, 2017.(in Chinese)
[19] 韶丹, 孙哲, 田勤虎. 联合钻孔资料及地形数据估算宝鸡地区VS30[J]. 地震地磁观测与研究, 2018, 39(1): 117-122.
SHAO Dan, SUN Zhe, TIAN Qinhu. Estimate VS30 base on drill data and DEM in Baoji area[J]. Seismological and Geomagnetic Observation and Research, 2018, 39(1): 117-122.(in Chinese)
[20] 陈鲲, 俞言祥, 高孟潭. 考虑场地效应的ShakeMap系统研究[J]. 中国地震, 2010, 26(1): 92-102.
CHEN Kun, YU Yanxiang, GAO Mengtan. Research on ShakeMap system in terms of the site effect[J]. Earthquake Research in China, 2010, 26(1): 92-102.(in Chinese)
[21] 张雨婷. 基于我国地形与地质条件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, 2020.
ZHANG Yuting. Site classification method based on topographical and geological characteristics in China[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration, 2020.(in Chinese)
[22] 张雨婷, 任叶飞, 温瑞智, 等. 基于决策树考虑地形特征的场地参数估计方法[J]. 地球物理学报, 2022, 65(2): 698-710.
ZHANG Yuting, REN Yefei, WEN Ruizhi, et al. A method of site parameter estimation based on decision tree theory considering terrain features[J]. Chinese Journal of Geophysics, 2022, 65(2): 698-710.(in Chinese)
[23] 李昕蕾. 基于多因素的区域场地分类方法研究[D]. 哈尔滨: 中国地震局工程力学研究所, 2020.
LI Xinlei. Regional site classification method based on multiple factors[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration, 2020.(in Chinese)
[24] https:∥www.usgs.gov/programs/earthquake-hazards/science/VS30-models-and-data
[25] ZHOU J, LI X J, TIAN X M, et al. New framework of combining observations with topographic slope to estimate VS30 and its application on building a VS30 map for mainland China[J]. Bulletin of the Seismological Society of America, 2022, 112(4): 2049-2069.
[26] IWAHASHI J, WATANABE S, FURUYA T. Landform analysis of slope movements using DEM in Higashikubiki area, Japan[J]. Computers & Geosciences, 2001, 27(7): 851-865.
[27] IWAHASHI J, PIKE R J. Automated classifications of topography from DEMs by an unsupervised nested-means algorithm and a three-part geometric signature[J]. Geomorphology, 2007, 86(3/4): 409-440.
[28] YONG A, HOUGH S E, IWAHASHI J, et al. A terrain-based site-conditions map of California with implications for the contiguous United States[J]. Bulletin of the Seismological Society of America, 2012, 102(1): 114-128.
[29] YONG A. Comparison of measured and proxy-Based VS30Values in California[J]. Earthquake Spectra, 2016, 32(1): 171-192.
[30] SEYHAN E, STEWART J P, ANCHETA T D, et al. NGA-West2 site database[J]. Earthquake Spectra, 2014, 30(3): 1007-1024.
[31] STEWART J P, KLIMIS N, SAVVAIDIS A, et al. Compilation of a local VS profile database and its application for inference of VS30 from geologic-and terrain-based proxies[J]. Bulletin of the Seismological Society of America, 2014, 104(6): 2827-2841.
[32] AHDI S K, STEWART J P, ANCHETA T D, et al. Development of VS profile database and proxy-based models for VS30 prediction in the Pacific northwest region of North America[J]. Bulletin of the Seismological Society of America, 2017, 107(4): 1781-1801.
[33] CONTRERAS V, RUZ F, AHDI S K, et al. VS profile database and proxy based model for VS30 prediction in chile for NGA-subduction[C]∥ Proceedings of the 11th National Conference in Earthquake Engineering, Los Angeles, California:Earthquake Engineering Research Institute, 2018.
[34] ZHANG Y T, REN Y F, WEN R Z, et al. Regional terrain-based VS30 prediction models for China[J]. Earth, Planets and Space, 2023, DOI: 10.1186/s40623-023-01826-3.
[35] MATSUOKA M, WAKAMATSU K, FUJIMOTO K, et al. Nationwide site amplification zoning using GIS-based Japan engineering geomorphologic classification map[C]∥Proceedings of the 9th International Conference on Structure. Safety and Reliability of Engineering Systems and Structures, 2005, 239-246.
[36] 史大成. 区域性场地地震动放大研究及应用[D]. 哈尔滨: 中国地震局工程力学研究所, 2013.
SHI Dacheng. Study on ground motion amplification of regional site and application[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration, 2013.(in Chinese)
[37] THELEN W A, CLARK M, LOPEZ CT, et al. A transect of 200 shallow shear-velocity profiles across the los angeles basin[J]. Bulletin of the Seismological Society of America, 2006, 96(3): 1055-1067.
[38] BORCHERDT R. Effects of local geology on ground motion near San Francisco Bay[J]. Bulletin of the Seismological Society of America, 1970, 60: 29-61.
[39] BORCHERDT R D. Estimates of site-dependent response spectra for design(methodology and justification)[J]. Earthquake Spectra, 1994, 10(4): 617-653.
[40] PARK S, ELRICK S. Predictions of shear-wave velocities in southern California using surface geology[J]. Bulletin of the Seismological Society of America, 1998, 88(3): 677-685.
[41] WILLS C J. A site-conditions map for California based on geology and shear-wave velocity[J]. Bulletin of the Seismological Society of America, 2000, 90(6B):187-208.
[42] WILLS C J, CLAHAN K B. Developing a map of geologically defined site-condition categories for California[J]. Bulletin of the Seismological Society of America, 2006, 96(4A):1483-1501.
[43] STEWART J P, SCASSERRA G, LANZO G, et al. Critical Evaluation of Italian Strong Motion Data and Comparison to NGA Ground Motion Prediction Equations[R]. UCLA SGEL Report, Department of Civil & Environmental Engineering, University of California, Los Angeles, California, 2008.
[44] VILANOVA S P, FONSECA J F B D, OLIVEIRA C S. Ground-motion models for seismic-hazard assessment in western Iberia: Constraints from instrumental data and intensity observations[J]. Bulletin of the Seismological Society of America, 2012, 102(1): 169-184.
[45] SILVA V, CROWLEY H, VARUM H, et al. Seismic risk assessment for mainland Portugal[J]. Bulletin of Earthquake Engineering, 2015, 13(2): 429-457.
[46] VILANOVA S P, NARCISO J, CARVALHO J P, et al. Developing a geologically based VS30 site-condition model for Portugal: Methodology and assessment of the performance of proxies[J]. Bulletin of the Seismological Society of America, 2018, 108(1): 322-337.
[47] LI M B, RATHJE E M, COX B R, et al. A Texas-specific VS30 map incorporating geology and VS30 observations[J]. Earthquake Spectra, 2022, 38(1): 521-542.
[48] LEE C T, CHENG C T, LIAO C W, et al. Site classification of Taiwan free-field strong-motion stations[J]. Bulletin of the Seismological Society of America, 2004, 91(5): 1283-1297.
[49] 史大成. 基于GIS的场地分类新方法研究[D]. 哈尔滨: 中国地震局工程力学研究所, 2009.
SHI Dacheng. Study on new methods of site classification based on GIS[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration, 2009.(in Chinese)
[50] XIE J J, ZIMMARO P, LI X J, et al. VS30 Empirical prediction relationships based on a new soil-profile database for the Beijing plain area, China[J]. Bulletin of the Seismological Society of America, 2016, 106(6): 2843-2854.
[51] WILLS C J, GUTIERREZ C I. Investigation of Geographic Rules for Improving Site-Conditions Mapping[C]∥ Proceedings of the 4th IASPEI/IAEE International Symposium: Effects of Surface Geology on Seismic Motion, University of California, Santa Barbara, 2011, 23-26.
[52] WILLS C J, GUTIERREZ C I. Investigation of Geographic Rules for Improving Site-Conditions Mapping[R]. Final Technical Report, USGS/NEHRP Award Number 07HQGR0061, California Geological Survey, Sacramento, California, 2008.
[53] WILLS C J, GUTIERREZ C I, PEREZ F G, et al. A next Generation VS30 Map for California based on geology and topography[J]. Bulletin of the Seismological Society of America, 2015, 105(6): 3083-3091.
[54] THOMPSON E M, WALD D J. Developing VS30 site-condition maps by combining observations with geologic and topographic constraints[C]∥ Proceedings 15th World Conference on Earthquake Engineering, Lisbon, Portugal, 2012: 24-28.
[55] THOMPSON E M, WALD D J, WORDEN C B. A VS30 map for California with geologic and topographic constraints[J]. Bulletin of the Seismological Society of America, 2014, 104(5): 2313-2321.
[56] AHDI S K, STEWART J P, KWAK D Y, et al. Proxy-based VS30 prediction in Alaska accounting for limited regional data[C]∥Third International Conference on Performance-Based Design in Earthquake Geotechnical Engineering, Vancouver, Canada:2017, 482.
[57] PARKER G A, HARMON J, STEWART J P, et al. Proxy-based VS30 estimation in central and eastern North America[J]. Bulletin of the Seismological Society of America, 2017, 107(1): 117-131.
[58] KWOK L A, STEWART J P, KWAK D Y, et al. Taiwan-specific model for VS30 prediction considering between-proxy correlations[J]. Earthquake Spectra, 2018, 34(4): 1973-1993.
[59] FOSTER K M, BRADLEY B A, MCGANN C R, et al. A VS30 map for New Zealand based on geologic and terrain proxy variables and field measurements[J]. Earthquake Spectra, 2019, 35(4): 1865-1897.
[60] ZHOU J, LI X J, DAI Z J, et al. Parametrical model for estimating VS30 from shallow borehole profiles using a database for China[J]. Bulletin of the Seismological Society of America, 2021, 111(3): 1199-1220.
[61] 陈学良, 高孟潭, 俞言祥, 等. 地形坡度场地分类法在玉溪-江川-通海盆地的适用性研究[J]. 地震工程与工程振动, 2014, 34(增刊1): 146-152.
CHEN Xueliang, GAO Mengtan, YU Yanxiang, et al. Applicability of topographic slope method for seismic site soil classification of Yuxi-Jiangchuan-Tonghai-Basin in China[J]. Earthquake Engineering and Engineering Dynamics, 2014, 34(Suppl.1): 146-152.(in Chinese)
[62] CHEN G H, MAGISTRALE H, RONG Y F, et al. Seismic site condition of mainland China from Geology[J]. Seismological Research Letters, 2020, 91(2A).

相似文献/References:

[1]杨树标,裴俊杰,贾剑辉.结构特征及场地类别对复合隔震结构地震反应的影响[J].世界地震工程,2012,(02):131.
　YANG Shubiao,PEI Junjie,JIA Jianhui.Influence of structural characterisitcs and site classification on seismic response of composite isolated structure[J].,2012,(02):131.
[2]齐鑫,丁浩.下辽河平原区剪切波速与土层埋深关系分析[J].世界地震工程,2012,(03):151.
　QI Xin,DING Hao.Analysis of relationship between shear wave velocity and depth of soil layers in downstream Liaohe River plain[J].,2012,(02):151.
[3]赵培培,王振宇,薄景山,等.川滇甘陕地区设计反应谱特征周期的统计分析[J].世界地震工程,2017,33(02):097.
　ZHAO Peipei,WANG Zhenyu,BO Jingshan,et al.Statistical analysis of characteristic periods of design response spectra in Sichuan,Yunnan,Gansu and Shanxi[J].,2017,33(02):097.
[4]赵培培,王振宇,薄景山,等.川滇甘陕地区地震的加速度峰值比和竖向反应谱的统计分析[J].世界地震工程,2021,(03):148.
　ZHAO Peipei,WANG Zhenyu,BO Jingshan,et al.Statistical analysis of peak acceleration ratio and vertical response spectrum of earthquakes in Sichuan Yunnan Gansu Shaanxi[J].,2021,(02):148.
[5]王竞,王世元,宴金旭,等.中外场地分类研究现状及其应用讨论[J].世界地震工程,2022,38(03):236.[doi:10.19994/j.cnki.WEE.2022.0075]
　WANG Jing,WANG Shiyuan,YAN Jinxu,et al.Research progress and application on site classification in the world[J].,2022,38(02):236.[doi:10.19994/j.cnki.WEE.2022.0075]

备注/Memo

备注/Memo:
收稿日期:2022-09-27; 修回日期:2022-12-21
基金项目:国家重点研发计划项目(2019YFE0115700); 国家自然科学基金(U2239252, 51878632); 黑龙江省头雁行动计划
作者简介:张雨婷(1996—),女,博士研究生,主要从事工程地震相关研究. E-mail:zhangyytting@163.com

更新日期/Last Update: 1900-01-01