ISSN 1003-8035 CN 11-2852/P
  • Included in Scopus
  • Included in DOAJ
  • The key magazine of China technology
  • Included in CSCD
  • Caj-cd Standard Award winning journals
Wechat
REN Sen,DENG Longsheng,FAN Wen,et al. Characteristics of loess seismic subsidence and corresponding micro-zonation for the Fuping Country, Shaanxi[J]. The Chinese Journal of Geological Hazard and Control,2023,34(4): 134-143. DOI: 10.16031/j.cnki.issn.1003-8035.202011014
Citation: REN Sen,DENG Longsheng,FAN Wen,et al. Characteristics of loess seismic subsidence and corresponding micro-zonation for the Fuping Country, Shaanxi[J]. The Chinese Journal of Geological Hazard and Control,2023,34(4): 134-143. DOI: 10.16031/j.cnki.issn.1003-8035.202011014

Characteristics of loess seismic subsidence and corresponding micro-zonation for the Fuping Country, Shaanxi

More Information
  • Received Date: November 07, 2020
  • Revised Date: December 25, 2020
  • Available Online: June 14, 2023
  • Typical loess generally shows the property of strong seismic subsidence due to its special microstructure characteristics. Fuping County which is located in the connection zone of Weihe Basin and Ordos Platform possesses complex seismic tectonic settings, high seismic fortification intensity, and widely distributed loess strata. Consequently, the risk of loess seismic subsidence is relatively high for the loess site of the region. In this paper, the regions of Fuping City and Fuping-Yanliang new area were chosen as the study area. The technical methods, such as data collection, field investigation, laboratory test, and theoretical analysis, were adopted to determine the seismic geological conditions of the region. The ground motion parameters with different transcendental probability levels were obtained by adopting the probability analysis method of seismic risk. The seismic subsidence properties of loess from various landforms and strata were studied based on a large number of dynamic triaxial tests. On this basis, Evaluate the seismic subsidence of loess sites under strong earthquakes in Fuping County. Under the condition of a probability of exceeding 10% in 50 years, mild and moderate seismic subsidence areas in the study area are distributed in the Fuyuan and Weihe secondary terraces. Under the condition of a probability of exceeding 2% in 50 years, the mild and moderate loess seismic subsidence areas in the study area are mainly distributed in the third to fourth level terraces of the Shichuan River, the floating plateau, and the second level terraces of the Wei River. Severe seismic subsidence areas are mainly distributed in the second level terraces of the Weihe River, the third to fourth level terraces of the Shichuan River, and the floating plateau. Based on the seismic subsidence level, the loess seismic subsidence sub regions of the study area were given at the 10% and 2% probability of exceedance in 50 years. Attention should be paid to this part of potential earthquake geological disaster in the design of prevention and foundation.
  • [1]
    彭达,杨顺,李孝波. 甘肃通渭县黄土地震滑坡分布特征及发育机理[J]. 中国地质灾害与防治学报,2017,28(3):31 − 38. [PENG Da,YANG Shun,LI Xiaobo. Distribution and mechanism of loess landslides induced by earthquake in Tongwei,Gansu Province[J]. The Chinese Journal of Geological Hazard and Control,2017,28(3):31 − 38. (in Chinese with English abstract)

    PENG Da, YANG Shun, LI Xiaobo. Distribution and mechanism of loess landslides induced by earthquake in Tongwei, Gansu Province[J]. The Chinese Journal of Geological Hazard and Control, 2017, 28(3): 31-38. (in Chinese with English abstract)
    [2]
    CHEN Tuo, MA Wei, WANG Jianzhou. Numerical analysis of ground motion effects in the loess regions of Western China[J]. Shock and Vibration,2017,2017:1 − 9.
    [3]
    WANG Lanmin, SUN Junjie, HUANG Xuefeng, et al. A field testing study on negative skin friction along piles induced by seismic subsidence of loess[J]. Soil Dynamics and Earthquake Engineering,2011,31(1):45 − 58. DOI: 10.1016/j.soildyn.2010.08.003
    [4]
    陈永明,石玉成,徐晖平,等. 1995年永登地震黄土震陷变形特征及其形成机理[J]. 西北地震学报,2000(4):465 − 470. [CHEN Yongming,SHI Yucheng,XU Huiping,et al. Deformation characteristic of seidmic subsidence and its formation mechanism of loess of the Yongdeng earthquake in 1995[J]. Northwestern Seismological Journal,2000(4):465 − 470. (in Chinese with English abstract)

    CHEN Yongming, SHI Yucheng, XU Huiping, et al. Deformation characteristic of seidmic subsidence and its formation mechanism of loess of the Yongdeng earthquake in 1995[J]. Northwestern Seismological Journal, 2000(4): 465-470. (in Chinese with English abstract)
    [5]
    张振中,张冬丽. 黄土震陷灾害典型震例的综合研究[J]. 西北地震学报,2005,27(1):36 − 41. [ZHANG Zhenzhong,ZHANG Dongli,LIU Hongmei. Comprehensive study on seismic subsidence of loess under earthquake[J]. Northwestern Seismological Journal,2005,27(1):36 − 41. (in Chinese with English abstract)

    ZHANG Zhenzhong, ZHANG Dongli, LIU Hongmei. Comprehensive study on seismic subsidence of loess under earthquake[J]. Northwestern Seismological Journal, 2005, 27(1): 36-41. (in Chinese with English abstract)
    [6]
    PRAKASH S,SANDOVAL J A. Liquefaction of low plasticity silts[J]. Soil Dynamics and Earthquake Engineering,1992,11(7):373 − 379. DOI: 10.1016/0267-7261(92)90001-T
    [7]
    屈宏录,刘德仁,孙英萍,等. 深厚黄土地基浸水湿陷变形及竖向土压力作用分析[J]. 水文地质工程地质,2022,49(4):157 − 164. [QU Honglu,LIU Deren,SUN Yingping,et al. Analysis of collapsible deformation and vertical soil pressure action of thick loess foundation[J]. Hydrogeology & Engineering Geology,2022,49(4):157 − 164. (in Chinese with English abstract)

    [QU Honglu, LIU Deren, SUN Yingping, et al. Analysis of collapsible deformation and vertical soil pressure action of thick loess foundation[J]. Hydrogeology & Engineering Geology, 2022, 49(4): 157-164.(in Chinese with English abstract)
    [8]
    许书雅,王平,钟秀梅,等. 强震作用下抗震陷黄土改良地基的微观特征分析[J]. 地震工程学报,2019,41(3):724 − 730. [XU Shuya,WANG Ping,ZHONG Xiumei,et al. Microscopic characteristics of improved aseismic subsidence loess foundations under strong earthquakes[J]. China Earthquake Engineering Journal,2019,41(3):724 − 730. (in Chinese with English abstract)

    XU Shuya, WANG Ping, ZHONG Xiumei, et al. Microscopic characteristics of improved aseismic subsidence loess foundations under strong earthquakes[J]. China Earthquake Engineering Journal, 2019, 41(3): 724-730. (in Chinese with English abstract)
    [9]
    邓龙胜,范文. 随机地震荷载作用下黄土震陷的影响因素研究[J]. 岩石力学与工程学报,2011,30(9):1924 − 1931. [DENG Longsheng,FAN Wen. Study of influencing factors of loess seismic subsidence induced by stochastic seismic load[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(9):1924 − 1931. (in Chinese with English abstract)

    DENG Longsheng, FAN Wen. Study of influencing factors of loess seismic subsidence induced by stochastic seismic load[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(9): 1924-1931. (in Chinese with English abstract)
    [10]
    钱法桥,邓亚虹,慕焕东,等. 吕梁山区黄土物理性质力学参数区域分布特征[J]. 中国地质灾害与防治学报,2022,33(2):61 − 70. [QIAN Faqiao,DENG Yahong,MU Huandong,et al. Distributive characteristics of physical and mechaniscal parameters of the loess soils in Lüliang mountainous area[J]. The Chinese Journal of Geological Hazard and Control,2022,33(2):61 − 70. (in Chinese with English abstract)

    [QIAN Faqiao, DENG Yahong, MU Huandong, et al. Distributive characteristics of physical and mechaniscal parameters of the loess soils in Lüliang mountainous area[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(2): 61-70.(in Chinese with English abstract)
    [11]
    邓津,安亮. 天水黄土震陷性与微观孔隙参数分析[J]. 防灾科技学院学报,2018,20(2):6 − 14. [DENG Jin,AN Liang. Analysis on Tianshui loess seismicity and its microscopic pore parameters[J]. Journal of Institute of Disaster Prevention,2018,20(2):6 − 14. (in Chinese with English abstract)

    DENG Jin, AN Liang. Analysis on Tianshui loess seismicity and its microscopic pore parameters[J]. Journal of Institute of Disaster Prevention, 2018, 20(2): 6-14. (in Chinese with English abstract)
    [12]
    刘景奎,范文,邓龙胜,等. 西咸新区地震小区划[J]. 世界地震工程,2016,32(2):183 − 189. [LIU Jingkui,FAN Wen,DENG Longsheng,et al. Seismic micro- zoning of Xixian new area[J]. World Earthquake Engineering,2016,32(2):183 − 189. (in Chinese with English abstract)

    LIU Jingkui, FAN Wen, DENG Longsheng, et al. Seismic micro- zoning of Xixian new area[J]. World Earthquake Engineering, 2016, 32(2): 183-189. (in Chinese with English abstract)
    [13]
    郭乐,王家鼎,谷天峰. 宝鸡市渭北台塬马兰黄土震陷特性研究[J]. 水文地质工程地质,2012,39(2):61 − 65. [GUO Le,WANG Jiading,GU Tianfeng. A study of loess seismic subsidence of tableland to the north Weihe River in Baoji City[J]. Hydrogeology & Engineering Geology,2012,39(2):61 − 65. (in Chinese with English abstract)

    GUO Le, WANG Jiading, GU Tianfeng. A study of loess seismic subsidence of tableland to the north Weihe River in Baoji City[J]. Hydrogeology & Engineering Geology, 2012, 39(2): 61-65. (in Chinese with English abstract)
    [14]
    王兰民, 邓津, 黄媛. 黄土震陷性的微观结构量化分析[J]. 岩石力学与工程学报, 2007, 26(增刊1): 3025 − 3031

    WANG Lanmin, DENG Jin, HUANG Yuan. Quantitative analysis of microstructure of loess seismic subsidence[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(Sup 1): 3025 − 3031. (in Chinese with English abstract)
    [15]
    王强,邵生俊,王峻,等. 黄土场地震陷的灾害特征及成因研究综述[J]. 地震研究,2016,39(4):692 − 702. [WANG Qiang,SHAO Shengjun,WANG Jun,et al. Review on disaster characteristics of the seismic subsidence of loess site and its formation causes[J]. Journal of Seismological Research,2016,39(4):692 − 702. (in Chinese with English abstract)

    WANG Qiang, SHAO Shengjun, WANG Jun, et al. Review on disaster characteristics of the seismic subsidence of loess site and its formation causes[J]. Journal of Seismological Research, 2016, 39(4): 692-702. (in Chinese with English abstract)
    [16]
    邓津,王兰民,吴志坚,等. 黄土抗震陷变形的酸改性方法及其微观结构分析[J]. 岩土力学,2012,33(12):3624 − 3631. [DENG Jin,WANG Lanmin,WU Zhijian,et al. Acid-modified method for loess aseismic subsidence and its microstructure analysis[J]. Rock and Soil Mechanics,2012,33(12):3624 − 3631. (in Chinese with English abstract)

    DENG Jin, WANG Lanmin, WU Zhijian, et al. Acid-modified method for loess aseismic subsidence and its microstructure analysis[J]. Rock and Soil Mechanics, 2012, 33(12): 3624-3631. (in Chinese with English abstract)
    [17]
    孙军杰,王兰民,秋仁东,等. 基于物理力学机制的黄土震陷数学估算模型[J]. 工程力学,2012,29(5):53 − 60. [SUN Junjie,WANG Lanmin,QIU Rendong,et al. A mathematical estimation model for seismic subsidence of loess based on physical-mechanical mechanism[J]. Engineering Mechanics,2012,29(5):53 − 60. (in Chinese with English abstract)

    SUN Junjie, WANG Lanmin, QIU Rendong, et al. A mathematical estimation model for seismic subsidence of loess based on physical-mechanical mechanism[J]. Engineering Mechanics, 2012, 29(5): 53-60. (in Chinese with English abstract)
    [18]
    邓龙胜, 范文. 地震荷载作用下黄土的动应力-应变关系研究[J]. 岩石力学与工程学报, 2012, 31(增刊1): 3174 − 3180

    DENG Longsheng, FAN Wen. Study of dynamic stress-strain relationship of loess under seismic loading[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(Sup 1): 3174 − 3180. (in Chinese with English abstract)
    [19]
    PU X W,WANG L M,WANG P,et al. Study of shaking table test of seismic subsidence loess landslides induced by the coupling effect of earthquakes and rainfall[J]. Natural Hazards,2020,103(1):923 − 945. DOI: 10.1007/s11069-020-04019-3
    [20]
    范文,魏亚妮,于渤,等. 黄土湿陷微观机理研究现状及发展趋势[J]. 水文地质工程地质,2022,49(5):144 − 156. [FAN Wen,WEI Yani,YU Bo,et al. Research progress and prospect of loess collapsible mechanism in micro-level[J]. Hydrogeology & Engineering Geology,2022,49(5):144 − 156. (in Chinese with English abstract)

    [FAN Wen, WEI Yani, YU Bo, et al. Research progress and prospect of loess collapsible mechanism in micro-level[J]. Hydrogeology & Engineering Geology, 2022, 49(5): 144-156.(in Chinese with English abstract)
    [21]
    高中南,钟秀梅,王峻,等. 粉煤灰改良饱和黄土动力特性研究[J]. 世界地震工程,2019,35(3):91 − 98. [GAO Zhongnan,ZHONG Xiumei,WANG Jun,et al. Dynamic characteristics of saturated loess improved by fly ash[J]. World Earthquake Engineering,2019,35(3):91 − 98. (in Chinese with English abstract)

    GAO Zhongnan, ZHONG Xiumei, WANG Jun, et al. Dynamic characteristics of saturated loess improved by fly ash[J]. World Earthquake Engineering, 2019, 35(3): 91-98. (in Chinese with English abstract)
    [22]
    李新明. 湿陷性黄土地区建筑地基处理技术研究[J]. 工程建设与设计,2019(16):45 − 46. [LI Xinming. Research on building foundation treatment technology in collapsible loess area[J]. Construction & Design for Engineering,2019(16):45 − 46. (in Chinese with English abstract)

    LI Xinming. Research on building foundation treatment technology in collapsible loess area[J]. Construction & Design for Engineering, 2019(16): 45-46. (in Chinese with English abstract)
    [23]
    许书雅,王平,王峻,等. 强震作用下不同处理方式黄土地基抗震陷性能评价[J]. 地震工程学报,2018,40(6):1198 − 1205. [XU Shuya,WANG Ping,WANG Jun,et al. Evaluation of aseismic subsidence of loess foundation with different ground treatments under strong earthquake[J]. China Earthquake Engineering Journal,2018,40(6):1198 − 1205. (in Chinese with English abstract)

    XU Shuya, WANG Ping, WANG Jun, et al. Evaluation of aseismic subsidence of loess foundation with different ground treatments under strong earthquake[J]. China Earthquake Engineering Journal, 2018, 40(6): 1198-1205. (in Chinese with English abstract)

Catalog

    Article views (1248) PDF downloads (695) Cited by()

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return