• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
LIU Han-long, WANG Wei-guo, LIU Jun, CHEN Yu-min, YANG Gui. Large-scale field tests on blast-induced liquefaction in saturated sand[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(4): 601-608. DOI: 10.11779/CJGE201704003
Citation: LIU Han-long, WANG Wei-guo, LIU Jun, CHEN Yu-min, YANG Gui. Large-scale field tests on blast-induced liquefaction in saturated sand[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(4): 601-608. DOI: 10.11779/CJGE201704003

Large-scale field tests on blast-induced liquefaction in saturated sand

More Information
  • Received Date: October 13, 2015
  • Published Date: May 19, 2017
  • The vibration-induced liquefaction in soils is a notable hottopic in geotechnical engineering. The building collapse and embankment burst induced by liquefaction are fatal for the loss of lives and properties of human beings. A series of blasting tests including single explosive charge and multiple underground blasts with millisecond delays are conducted in a large-scale field site filled with saturated sand. The methods of borehole drilling and charge burying, monitoring equipment, design of concrete structure and embankment, and other technical details about blast-induced liquefaction are introduced. The liquefaction mechanism produced by single shallow-buried detonation or multiple blasts is studied firstly. Then the influence factors on the blast-induced liquefaction are analyzed. Based upon these results, the method to produce a large area of liquefaction condition is determined. Finally, the stability of a concrete structure and a soil-embankment on the liquefaction ground is discussed. The successful implementation of blast-induced liquefaction tests can provide references for artificially producing large-scale liquefaction environment.
  • [1]
    MARCUSON W F. Definition of terms related to liquefaction[J]. Journal of the Geotechnical Engineering, 1978, 104(9): 1197-1200.
    [2]
    ASHFORD S A, ROLLINS K M, LANE J D. Blast-induced liquefaction for full-scale foundation testing[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130(8): 798-806.
    [3]
    CHU D B, STEWART J P, YOUD T L, et al. Liquefaction-induced lateral spreading in near-fault regions during the 1999 Chi-Chi, Taiwan Earthquake[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(12): 1549-1565.
    [4]
    黄 雨, 于 淼, BHATTACHARYA S. 2011 年日本东北地区太平洋近海地震地基液化灾害综述[J]. 岩土工程学报, 2013, 35(5): 834-840. (HUANG Yu, YU Miao, BHATTACHARYA S. Review on liquefaction-induced damages of soils and foundations during 2011 of the Pacific Coast of Tohoku earthquake[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(5): 834-840. (in Chinese))
    [5]
    高文学, 颜鹏程, 李志星, 等. 浅埋隧道爆破开挖及其振动效应研究[J]. 岩石力学与工程学报, 2011, 30(增刊2): 4153-4157. (GAO Wen-xue, YAN Peng-cheng, LI Zhi-xing, et al. Blasting excavation and vibration effects of shallow tunnel excavation[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(S2): 4153-4157. (in Chinese))
    [6]
    言志信. 结构拆除及爆破振动效应研究[D]. 重庆: 重庆大学, 2002. (YAN Zhi-xin. Study on structure demolition and blast vibration effect[D]. Chongqing: Chongqing University, 2002. (in Chinese))
    [7]
    钱七虎, 王明洋. 岩土中的冲击爆炸效应[M]. 北京: 国防工业出版社, 2010. (QIAN Qi-hu, WANG Ming-yang. Impact and explosion effects in rock and soil[M]. Beijing: National Defence Industry Press, 2010. (in Chinese))
    [8]
    ROLLINS K M. Liquefaction mitigation using vertical composite drains: full scale testing[R]. Washington: Transportation Research Board, 2004.
    [9]
    CHARLIE W A, BRETZ T E, SCHURE L A, et al. Blast-induced pore pressure and liquefaction of saturated sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(8): 1308-1319.
    [10]
    周 健, 屈俊童, 李怡闻. 爆炸法密实饱和砂的模型试验研究[J]. 岩石力学与工程学报, 2005, 24(增刊2): 5443-5448. (ZHOU Jian, QU Jun-tong, LI Yi-wen. Modeling study on explosive compaction of saturated sand[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(S2): 5443-5448. (in Chinese))
    [11]
    王兰民, 何开明, 石玉成, 等. 饱和黄土液化的现场爆破地震动试验研究[C]// 第六届全国土动力学学术会议. 南京, 2002. (WANG Lan-min, HE Kai-ming, SHI Yu-cheng, et al. The study on liquefaction of saturated loess by in-situ explosive test[C]// The 6 th National Conference on Soil Dynamics. Nanjing, 2002. (in Chinese))
    [12]
    WANG P, XEI X A, HE W D. Preparation and performance of a novel water gel explosive containing expired propellant grains[J]. Central European Journal of Energetic Materials, 2013, 10(4): 495-507.
    [13]
    KULHAWY F H, MAYNE P W. Manual on estimating soil properties for foundation design[R]. California: Electric Power Research Institute, 1990.
    [14]
    SKEMPTON A W. Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation[J]. Géotechnique, 1987, 37(3): 411-412.
    [15]
    BEATY M, BYRNE P. UBCSAND constitutive model[OL]. http://www.itasca-udm.com/media/download/UBCSand/UBCSAND_UDM_Documentation.pdf, 2011.
    [16]
    OHSAKI Y, IWASAKI R. On dynamic shear moduli and poisson’s ratios of soil deposits[J]. Soils and Foundations, 1973, 13(4): 61-73.
    [17]
    STUDER J, KOK L. Blast-induced excess porewater pressure and liquefaction experience and application[C]// International Symposium on Soil under Cyclic and Transient Loading. Swansea, 1980.
  • Related Articles

    [1]ZHANG Nan, LI Bo, WANG Tiancheng, JIANG Jiwei, WANG Hanwu. Centrifugal model tests on stability of embankment on soft soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S1): 222-225. DOI: 10.11779/CJGE2023S10032
    [2]FU Hai-ping, ZHENG Jun-jie, LAI Han-jiang. Discrete element analysis of the development and evolution of “soil arching” within a piled embankment[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(11): 2050-2057. DOI: 10.11779/CJGE201711013
    [3]CHEN Yu-min, LIU Han-long, CHEN Chen-wei, YANG Gui, WANG Wei-guo. Model tests on deformation of embankment in blast-induced liquefied field[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(11): 2009-2016. DOI: 10.11779/CJGE201711008
    [4]LU Jian-hui, RUAN Long-fei, WANG Yong-qing. Impervious structure of reservoir embankment in soft soil foundation of Yangtze Estuary[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 195-202. DOI: 10.11779/CJGE2016S1037
    [5]FANG Ying-guang, HOU Ming-xun, GU Ren-guo, CHEN Ping. Visual analysis of initiation of soil arching effect in piled embankments[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(9): 1678-1684. DOI: 10.11779/CJGE201509016
    [6]YANG Tao, WANG Gang-gang, YAN Ye-qiang, LI Guo-wei. Shape of soil arching and development of its effect in a piled embankment[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(4): 731-735. DOI: 10.11779/CJGE201404018
    [7]DANG Fa-ning, LIU Hai-wei, WANG Xue-wu. Application of bamboo as tensile reinforcement to strengthening of embankment of soft soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 44-48.
    [8]RUI Rui, HUANG Cheng, XIA Yuan-you, HU Gang, XIA Xiao-long. Model tests on soil arching effects of piled embankments with sand fills[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 2082-2089.
    [9]CHEN Fuquan, LI Achi. Improved design method of geosynthetic reinforced pile supported embankments on soft soil[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(12): 1804-1808.
    [10]CAO Weiping, CHEN Renpeng, CHEN Yunmin. Experimental investigation on soil arching in piled reinforced embankments[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(3): 436-441.

Catalog

    Article views (656) PDF downloads (407) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return