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XU Shun-hua, SUN Jun-jie, WANG Lan-min. Distribution characteristics of seismic subsidence of in-test field by explosion[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 2073-2078. DOI: 10.11779/CJGE201511019
Citation: XU Shun-hua, SUN Jun-jie, WANG Lan-min. Distribution characteristics of seismic subsidence of in-test field by explosion[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 2073-2078. DOI: 10.11779/CJGE201511019

Distribution characteristics of seismic subsidence of in-test field by explosion

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  • Received Date: August 19, 2014
  • Published Date: November 19, 2015
  • The seismic subsidence of loess is a main kind of earthquake disaster in a large loess region, and it cannot be avoided during project construction. It has been investigated for many years mainly by indoor experiment, while it is rare that it is found during actual earthquakes or investigated by field tests. The seismic subsidence of loess can be really seen by blast instead of actual ground motion in typical loess field. So distribution characteristics can be found and factors of the seismic subsidence of loess can be analyzed. The experimental results show that the strong ground motion can cause seismic subsidence of loess. The maximum of loess subsidence is 33 mm and the minimum is 13 mm in test field. It is discovered that the settlement distribution coincides well with the strength of ground motion and spectral characteristics (value of H/V) in the loess field and is partly controlled by terrain. The seismic subsidence of upper loess layers is less than that of the lower ones in the field tests due to the closer distance between the lower layers and explosion shots.
  • [1]
    高国瑞. 黄土显微结构分类与湿陷性[J]. 中国科学, 1980, 23(12): 1203-1208. (GAO Guo-rui. Microstructure and collapsibility of loess in China[J]. Science in China, 1980, 23(12): 1203-1208. (in Chinese))
    [2]
    雷祥义. 中国黄土的孔隙类型与湿陷性[J]. 中国科学(B 辑), 1987, 17(12): 1309-1316. (LEI Xiang-yi. Poretype and collapsibility of loess in China[J]. Science in China(Series B), 1987, 17(12): 1309-1316. (in Chinese))
    [3]
    王兰民, 石玉成, 刘 旭, 等. 黄土动力学[M]. 北京: 地震出版社, 2003. (WANG Lan-min, SHI Yu-cheng, LIU Xu, et a1. Loess dynamics[M]. Beijing: Earthquake Press, 2003. (in Chinese))
    [4]
    张振中, 段汝文. 黄土震陷研究与震害[J]. 西北地震学报, 1987, 9(增刊): 63-69. (ZHANG Zhen-zhong, DUAN Ru-wen. Study on seismic subsidence and seismic hazards of 1oess[J]. Northwestern Seismological Journal, 1987, 9(S0): 63-69. (in Chinese))
    [5]
    谢定义, 齐吉琳, 张振中. 考虑土结构性的本构关系[J]. 土木工程学报, 2000, 33(4): 35-41. (XIE Ding-yi, QI Ji-lin, ZHANG Zhen-zhong. A constitutive laws considering soil structure properties[J]. China Civil Engineering Journal, 2000, 33(4): 35-41. (in Chinese))
    [6]
    王兰民, 刘红玫, 李 兰, 等. 饱和黄土液化机制与特性的试验研究[J]. 岩土工程学报, 2000, 22(1): 89-94. (WANG Lan-min, LIU Hong-mei, LI Lan, et a1. Laboratory study on mechanism and behaviors of saturated loess liquefaction[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 89-94. (in Chinese))
    [7]
    王兰民, 邓 津, 黄 嫒. 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 Lan-min, DENG Jin, HUANG Yuan. Quantitative analysis of microstructure of loess seismic subsidence[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(S1): 3025-3031. (in Chinese))
    [8]
    王 峻, 石玉成, 王杰民, 等. 不同地震荷载作用下黄土震陷特性的对比分析[J]. 岩土工程学报, 2011, 33(增刊1): 102-103. (WANG Jun, SHI Yu-cheng, WANG Jie-min, et al. Comparative analysis of characters of loess subsidence under different seismic load[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(S1): 102-103. (in Chinese))
    [9]
    张冬丽, 王兰民. 1995年永登地震山体变形计算机模拟与机理分析[J]. 西北地震学报, 2003, 25(1): 77-81. (ZHANG Dong-li, WANG Lan-min. Compuer-added analogue and mechanics analysis on deformation of hill ground induced by Yongdeng earthquake in 1995[J]. Northwestern Seismological Journal, 2003, 25(1): 77-81. (in Chinese))
    [10]
    王兰民, 孙军杰, 徐舜华, 等. 爆破模拟地震动条件下黄土场地震陷研究[J]. 岩石力学与工程学报, 2008, 27(5): 913-921. (WANG Lan-min, SUN Jun-jie, XU Shun-hua, et al. Characteristics of seismic subsidence of loess site induced by blasting ground motion[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(5): 913-921. (in Chinese))
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