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Wang W，Qi Y K，Wang H Y，Li J Y，Zhang X Q，Shen C，Feng W D. 2022. Effect of soil layer structure with fluvial sedimentary facies on sand liquefaction. Acta Seismologica Sinica，44（4）：665−676. DOI: 10.11939/jass.20210175
Citation: Wang W，Qi Y K，Wang H Y，Li J Y，Zhang X Q，Shen C，Feng W D. 2022. Effect of soil layer structure with fluvial sedimentary facies on sand liquefaction. Acta Seismologica Sinica，44（4）：665−676. DOI: 10.11939/jass.20210175
shu

Effect of soil layer structure with fluvial sedimentary facies on sand liquefaction

  • 1.

    Institute of Disaster Prevention，Hebei Sanhe 065201，China

  • 2.

    Anhui Earthquake Agency，Hefei 230031，China

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  • Received Date: November 17, 2021
  • Revised Date: January 17, 2022
  • Available Online: July 03, 2022
  • Published Date: July 14, 2022
    Graphical Abstract
    • Abstract
  • The sand liquefaction potential is evaluated with the in-situ test data of one single borehole in the relative codes, however, the real three-dimensional structure of the engineering site is very complex. It is helpful to increase the accuracy of the sand liquefaction evaluation by studying the effect of the soil layer structure on the liquefaction. By analyzing the distribution of the sites of the sand liquefaction manifestation caused in Songyuan MS5.7 earthquake on the 28 May, 2008 and the 2010−2011 Canterbury earthquake sequence, it is discovered that most of the sites are located on the inside bend of the meandering river. The dualstructure exists in the point bar formed by the lateral erosion of the outside bend and the deposition of the inside bend. The impermeable（including weakly permeable） clay layer is covered on top of the saturated fine sand, which is easy to cause the accumulation of the excess pore pressure. The discontinuous distribution of the impermeable clay layer is obvious in the braided fluvial facies. The simplified model is built for soil layer structures with the different fluvial sedimentary facies. The FLAC3D software is used to study the mechanism of the accumulation and dissipation of the pore pressure, and the seepage flow process. The distribution of sand liquefaction manifestation and the ground surface deformation is highly affected by the the soil layer structure with the fluvial sedimentary facies. It is necessary to consider the influence of the soil layer structure in the sand liquefaction evaluation methods on the basis of engineering geological zoning.
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    • References (24)
  • 杜修力,路德春. 2011. 土动力学与岩土地震工程研究进展[J]. 岩土力学,32(增刊2):10–20.
    Du X L,Lu D C. 2011. Research progress in soil dynamics and geotechnical seismic engineering[J]. Rock and Soil Mechanics,32(S2):10–20 (in Chinese).
    陈育民,刘汉龙,周云东. 2006. 液化及液化后砂土的流动特性分析[J]. 岩土工程学报,28(9):1139–1143. doi: 10.3321/j.issn:1000-4548.2006.09.017
    Chen Y M,Liu H L,Zhou Y D. 2006. Analysis on flow characteristics of liquefied and post-liquefied sand[J]. Chinese Journal of Geotechnical Engineering,28(9):1139–1143 (in Chinese).
    陈育民,刘汉龙,邵国建,赵楠. 2009. 砂土液化及液化后流动特性试验研究[J]. 岩土工程学报,31(9):1408–1413. doi: 10.3321/j.issn:1000-4548.2009.09.014
    Chen Y M,Liu H L,Shao G J,Zhao N. 2009. Laboratory tests on flow characteristics of liquefied and post-liquefied sand[J]. Chinese Journal of Geotechnical Engineering,31(9):1408–1413 (in Chinese).
    李平,田兆阳,薄景山,李孝波,张宇东,辜俊儒,周春澍. 2019. 松原5.7级地震砂土液化研究[J]. 土木工程学报,52(9):91–99.
    Li P,Tian Z Y,Bo J S,Li X B,Zhang Y D,Gu J R,Zhou C S. 2019. Study on sand liquefaction of the magnitude-5.7 Songyuan earthquake[J]. China Civil Engineering Journal,52(9):91–99 (in Chinese).
    王维铭. 2013. 场地液化特征研究及液化影响因素评价[D]. 哈尔滨: 中国地震局工程力学研究所: 8.
    Wang W M. 2013. Study on Liquefaction Characteristics and Liquefaction-Influencing Factors Assessment[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration: 8 （in Chinese）.
    章守恭,李玉蓉. 1980. 砂坡液化稳定问题的动三轴液化试验研究[J]. 岩土工程学报,2(3):74–81. doi: 10.3321/j.issn:1000-4548.1980.03.009
    Zhang S G,Li Y R. 1980. A study of the sand bank stability in liquefying tests with the dynamic Tri-axial apparatus[J]. Chinese Journal of Geotechnical Engineering,2(3):74–81 (in Chinese).
    董道涛. 2021. 小河弯弯何处寻[J]. 中国三峡,(7):114–117. doi: 10.3969/j.issn.1006-6349.2021.07.010
    Dong D T. 2021. Where to find the bend of the river[J]. Three Gorges of China,(7):114–117 (in Chinese).
    Allen J R L. 1970. Studies in fluviatile sedimentation:A comparison of fining-upwards cyclothems,with special reference to coarse-member composition and interpretation[J]. J Sediment Res,40(1):298–323.
    Brady R C. 2017. Puzzling patterns of liquefaction manifestation （or lack thereof） following the 2011 Christchurch earthquake[R]//U.S.-New Zealand-Japan International Workshop, Liquefaction-Induced Ground Movement Effects. Bekeley: University of California.
    Bray J D,Macedo J. 2017. 6th Ishihara lecture:Simplified procedure for estimating liquefaction-induced building settlement[J]. Soil Dynam Earthq Engg,102:215–231. doi: 10.1016/j.soildyn.2017.08.026
    Bucci M G,Villamor P,Almond P,Tuttle M,Stringer M,Ries W,Smith C,Hodge M,Watson M. 2018. Associations between sediment architecture and liquefaction susceptibility in fluvial settings:The 2010−2011 Canterbury earthquake sequence,New Zealand[J]. Eng Geol,237:181–197. doi: 10.1016/j.enggeo.2018.01.013
    C. Burns C E,Mountney N P,Hodgson D M,Colombera L 2017. Anatomy and dimensions of fluvial crevasse-splay deposits:Examples from the Cretaceous Castlegate Sandstone and Neslen Formation,Utah,USA.[J]. Sediment Geol,351:21–35. doi: 10.1016/j.sedgeo.2017.02.003
    Sasaki Y,Towhata I,Tokida K I,Yamada K,Matsumoto H,Tamari Y,Saya S. 1992. Mechanism of permanent displacement of ground caused by seismic liquefaction[J]. Soils Foundat,32(3):79–96. doi: 10.3208/sandf1972.32.3_79
    Soroush A, Koohi S. 2004. Numerical analysis of liquefaction-induced lateral spreading[C]//13th World Conference on Earthquake Engineering. Vancouver B C: 2123.
    Thevanayagam S. 2001. Role of intergranular contacts on the mechanisms causing liquefaction and slope failures in silty sands[C]//Annual Project Summary Report. Washington D C: US Geological Survey, Department of Interior.
    Wotherspoon L M,Orense R P,Green R A,Bradley B A,Cox B R,Woode C M. 2015. Assessment of liquefaction evaluation procedures and severity index frameworks at Christchurch strong motion stations[J]. Soil Dynam Earthq Eng,79:335–346. doi: 10.1016/j.soildyn.2015.03.022
    Zhang G,Robertson P K,Brachman R W I. 2002. Estimating liquefaction-induced ground settlements from CPT for level ground[J]. Canad Geotechn J,39(5):1168–1180. doi: 10.1139/t02-047
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