Volume 40 Issue 4
Aug.  2026
Turn off MathJax
Article Contents
Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2026  >  40(4): 526-533
WANG Peng, LIU Xiaolei, ZHANG Bofu, ZHOU Shichong, WANG Lei. Seismic effects of construction sites in Binhai New Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2026, 40(4): 526-533. doi: 10.20265/j.cnki.issn.1007-2993.2025-0077
Citation: WANG Peng, LIU Xiaolei, ZHANG Bofu, ZHOU Shichong, WANG Lei. Seismic effects of construction sites in Binhai New Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2026, 40(4): 526-533. doi: 10.20265/j.cnki.issn.1007-2993.2025-0077
shu

Seismic effects of construction sites in Binhai New Area

doi: 10.20265/j.cnki.issn.1007-2993.2025-0077

  • Tianjin Survey Design Institute Group Co., Ltd., Tianjin 300191, China

  • Received Date: 2025-02-25
  • Accepted Date: 2025-06-26
  • Rev Recd Date: 2025-04-14
    • Available Online: 2026-08-07
  • Publish Date: 2026-08-08
    Abstract
  • Based on the analysis of the regional geological background of the Binhai New Area, this paper statistically analyzed the equivalent shear wave velocity of foundation soils and the site overburden thickness from more than a hundred projects in the Binhai New Area. It also classified the site categories of the Binhai New Area and provided the distribution range and ground motion parameters for different architectural sites. Furthermore, the paper conducted liquefaction determination for 3932 geotechnical investigation boreholes in the Binhai New Area. By integrating the actual spouting sand investigation points from seismic surveys and the distribution of non-liquefaction investigation boreholes in the Binhai New Area, the paper delineated the distribution range and liquefaction grade zoning of the liquefiable soil layers. The study results indicate: (1) The equivalent shear wave velocity of foundation soil above 20 m depth is generally 140.0~170.0 m/s, corresponding to soft to medium-soft soils. The site overburden thickness is mostly 90~100 m. (2) Most areas in the Binhai New Area are categorized as Class Ⅳ sites, with only the northern Binhai Tourism Area, the western Airport Economic Area, and the area west of Beidagang Reservoir classified as Class Ⅲ sites. (3) Liquefiable zones are primarily distributed in parts of Hangu, Tanggu, and Dagang, with moderate liquefaction areas mainly in the Dagang District, southern Hangu District, Junliangcheng, and near the Haihe River in Tanggu. Severe liquefaction areas are only distributed near the Sino-Singapore Tianjin Eco-City.

     

    • FullText(HTML)
  • loading
    • References(13)
  • [1]
    潘品蒸. 天津滨海区工程地质稳定性分析及其开发对策[C]//全国第三次工程地质大会论文选集(下卷). 成都: 成都科技大学出版社, 1988: 256-262. (PAN P Z. Engineering geological stability analysis and development strategies for Tianjin Binhai Area[C]//Proceedings of the Third National Conference on Engineering Geology. Chengdu: Chengdu University of Science and Technology Press, 1988: 926-932. (in Chinese)

    PAN P Z. Engineering geological stability analysis and development strategies for Tianjin Binhai Area[C]//Proceedings of the Third National Conference on Engineering Geology. Chengdu: Chengdu University of Science and Technology Press, 1988: 926-932. (in Chinese)
    [2]
    王志强, 蒋晓冬, 赵增敏, 等. 基于ANN与GIS技术的中新天津生态城地质环境适宜性评价[J]. 河北工业大学学报, 2010, 39(6): 87-91. (WANG Z Q, JIANG X D, ZHAO Z M, et al. Geological environmental sustainability assessment on China-Singapore Tianjin Ecological City by ANN and GIS coupling technology[J]. Journal of Hebei University of Technology, 2010, 39(6): 87-91. (in Chinese) doi: 10.3969/j.issn.1007-2373.2010.06.021

    WANG Z Q, JIANG X D, ZHAO Z M, et al. Geological environmental sustainability assessment on China-Singapore Tianjin Ecological City by ANN and GIS coupling technology[J]. Journal of Hebei University of Technology, 2010, 39（6）: 87-91. (in Chinese) doi: 10.3969/j.issn.1007-2373.2010.06.021
    [3]
    高梓旺, 黄艳萍, 李亚飞. 天津地区岩土工程勘察中地震效应重点问题分析[J]. 探矿工程(岩土钻掘工程), 2012, 39(11): 72-74. (GAO Z W, HUANG Y P, LI Y F. Analysis on key problems in evaluation of site and foundation seismic effect in geotechnical engineering investigation in Tianjin Area[J]. Exploration Engineering (Rock & Soil Drilling and Tunneling), 2012, 39(11): 72-74. (in Chinese)

    GAO Z W, HUANG Y P, LI Y F. Analysis on key problems in evaluation of site and foundation seismic effect in geotechnical engineering investigation in Tianjin Area[J]. Exploration Engineering (Rock & Soil Drilling and Tunneling), 2012, 39（11）: 72-74. (in Chinese)
    [4]
    房万领, 李学云, 田德培, 等. 天津城市建设工程地质稳定性综合分析[J]. 地质调查与研究, 2016, 39(1): 64-70. (FANG W L, LI X Y, TIAN D P, et al. Comprehensive evaluation and analysis on the engineering geological stability of Tianjin urban construction[J]. Geological Survey and Research, 2016, 39(1): 64-70. (in Chinese) doi: 10.3969/j.issn.1672-4135.2016.01.008

    FANG W L, LI X Y, TIAN D P, et al. Comprehensive evaluation and analysis on the engineering geological stability of Tianjin urban construction[J]. Geological Survey and Research, 2016, 39（1）: 64-70. (in Chinese) doi: 10.3969/j.issn.1672-4135.2016.01.008
    [5]
    乔丽红, 张博夫, 刘晓磊, 等.天津中心城区建筑场地与地基的地震效应研究[C]//第十五届全国边坡工程技术大会, 2023. (QIAO L H, ZHANG B F, LIU X L, et al. Study on seismic effects of building sites and foundations in Tianjin central urban area[J]. 15th National Conference on Slope Engineering Technology, 2023. (in Chinese)

    QIAO L H, ZHANG B F, LIU X L, et al. Study on seismic effects of building sites and foundations in Tianjin central urban area[J]. 15th National Conference on Slope Engineering Technology, 2023. (in Chinese)
    [6]
    天津市住房和城乡建设委员会. 天津市地基土层序划分技术规程: DB/T 29—191—2021[S]. 天津: 天津市建设管理委员会, 2009. (Tianjin Housing and Urban-Rural Construction Commission. Technical specification for division of subsoil sequence in Tianjin: DB/T 29—191—2021[S]. Tianjin: Tianjin Construction Administration Committee, 2009. (in Chinese)

    Tianjin Housing and Urban-Rural Construction Commission. Technical specification for division of subsoil sequence in Tianjin: DB/T 29—191—2021[S]. Tianjin: Tianjin Construction Administration Committee, 2009. (in Chinese)
    [7]
    天津市城乡建设委员会. 天津市岩土工程技术规范: DB/T 29—20—2017[S]. 天津: 天津市建设管理委员会, 2017. (Tianjin Urban-Rural Construction Commission. Tianjin technical code for geotechnical engineering: DB/T 29—20—2017[S]. Tianjin: Tianjin Construction Administration Committee, 2017. (in Chinese)

    Tianjin Urban-Rural Construction Commission. Tianjin technical code for geotechnical engineering: DB/T 29—20—2017[S]. Tianjin: Tianjin Construction Administration Committee, 2017. (in Chinese)
    [8]
    天津市城乡建设委员会. 天津市岩土工程勘察规范: DB/T 29—247—2017[S]. 天津: 天津市建设管理委员会, 2017. (Tianjin Urban-Rural Construction Commission. Code for investigation of geotechnical engineering in Tianjin: DB/T 29—247—2017[S]. Tianjin: Tianjin Construction Administration Committee, 2017. (in Chinese)

    Tianjin Urban-Rural Construction Commission. Code for investigation of geotechnical engineering in Tianjin: DB/T 29—247—2017[S]. Tianjin: Tianjin Construction Administration Committee, 2017. (in Chinese)
    [9]
    中华人民共和国住房和城乡建设部, 中华人民共和国国家质量监督检验检疫总局. 建筑抗震设计规范: GB 50011—2010[S]. 北京: 中国建筑工业出版社, 2010. (Ministry of Housing and Urban-Rural Development of the People’s Republic of China, General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China. Code for seismic design of buildings: GB 50011—2010[S]. Beijing: China Architecture & Building Press, 2010. (in Chinese)

    Ministry of Housing and Urban-Rural Development of the People’s Republic of China, General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China. Code for seismic design of buildings: GB 50011—2010[S]. Beijing: China Architecture & Building Press, 2010. (in Chinese)
    [10]
    周玉明, 郭进京, 温伟光, 等. 天津市滨海新区地基土类型及工程地质分区研究[J]. 地质调查与研究, 2016, 39(4): 293-299. (ZHOU Y M, GUO J J, WEN W G, et al. Research on the engineering geological zoning of foundation soil in Binhai New Area, Tianjin[J]. Geological Survey and Research, 2016, 39(4): 293-299. (in Chinese) doi: 10.3969/j.issn.1672-4135.2016.04.008

    ZHOU Y M, GUO J J, WEN W G, et al. Research on the engineering geological zoning of foundation soil in Binhai New Area, Tianjin[J]. Geological Survey and Research, 2016, 39（4）: 293-299. (in Chinese) doi: 10.3969/j.issn.1672-4135.2016.04.008
    [11]
    王步云. 唐山开滦吕家坨等矿区液化砂基再调查[J]. 工程勘察, 2010, 38(S1): 963-978. (WANG B Y. Reinvestigation on liquefied sand foundations in Tangshan Kailuan Lvjiatuo and other mines[J]. Geotechnical Investigation & Surveying, 2010, 38(S1): 963-978. (in Chinese)

    WANG B Y. Reinvestigation on liquefied sand foundations in Tangshan Kailuan Lvjiatuo and other mines[J]. Geotechnical Investigation & Surveying, 2010, 38(S1): 963-978. (in Chinese)
    [12]
    李佳琦, 徐 佳, 刘 杰, 等. 天津地面沉降严重区分布特征及变化规律[J]. 中国地质灾害与防治学报, 2023, 34(2): 53-60. (LI J Q, XU J, LIU J, et al. Distribution characteristics and evolution trend of severe land subsidence areas in Tianjin City[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(2): 53-60. (in Chinese) doi: 10.16031/j.cnki.issn.1003-8035.202202041

    LI J Q, XU J, LIU J, et al. Distribution characteristics and evolution trend of severe land subsidence areas in Tianjin City[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34（2）: 53-60. (in Chinese) doi: 10.16031/j.cnki.issn.1003-8035.202202041
    [13]
    陈国兴, 金丹丹, 常向东, 等. 最近20年地震中场地液化现象的回顾与土体液化可能性的评价准则[J]. 岩土力学, 2013, 34(10): 2737-2755,2795. (CHEN G X, JIN D D, CHANG X D, et al. Review of soil liquefaction characteristics during major earthquakes in recent twenty years and liquefaction susceptibility criteria for soils[J]. Rock and Soil Mechanics, 2013, 34(10): 2737-2755,2795. (in Chinese) doi: 10.16285/j.rsm.2013.10.005

    CHEN G X, JIN D D, CHANG X D, et al. Review of soil liquefaction characteristics during major earthquakes in recent twenty years and liquefaction susceptibility criteria for soils[J]. Rock and Soil Mechanics, 2013, 34（10）: 2737-2755,2795. (in Chinese) doi: 10.16285/j.rsm.2013.10.005
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(10)  / Tables(6)

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (30) PDF downloads(5) Cited by()
    Proportional views
    Related

    Copyright © Geotechnical Engineering Technique京ICP备12043220号-2

    Address：No.79 Xibianmen Inner Street (Xibianmennei Dajie), Xicheng District, 100053, Beijing, P. R. China（100053）Tel：010-83117072 / 010-83196888Fax：（010）83117582Email：get099@263.net; ytgcjs@vip.163.com

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return