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Volume 35 Issue zk2
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KONG De-sen, CHEN Wen-jie, JIA Teng, WANG Xiao-min. Deformation characteristics of RST lightweight soils under dynamic loads[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 874-878.
Citation: KONG De-sen, CHEN Wen-jie, JIA Teng, WANG Xiao-min. Deformation characteristics of RST lightweight soils under dynamic loads[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 874-878.
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Deformation characteristics of RST lightweight soils under dynamic loads

  • 1. College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266590, China; 2. Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao 266590, China

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  • Received Date: July 16, 2013
  • Published Date: November 24, 2013
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    • References (10)
  • [1]
    BOSSCHER P J, EDIL T B, KURAOKA S. Design of highway embankments using tire chips[J]. Journal of Geotechnical and Geoenvironmental Engineering, 1997, 123(4): 295-304.
    [2]
    MASAD E, TAHA R, HO C, et al. Engineering properties of tire soil mixtures as a lightweight fill material[J]. Geotechnical Testing Journal, 1996, 19(3): 297-304.
    [3]
    ROWE R K, MCLSAAC R. Clogging of tire shreds and gravel permeated with landfill leachate[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131(6): 682-693.
    [4]
    高玉峰. 动荷载下砂土与EPS颗粒混合的轻质土变形特性的试验研究[J]. 岩土力学, 2007, 28(9): 167-173. (GAO Yu-feng. Test study on deformation characteristics of lightweight sand-EPS beads soil under dynamic load[J]. Rock and Soil Mechanics, 2007, 28(9): 167-173. (in Chinese))
    [5]
    辛 凌, 刘汉龙, 等. 废弃轮胎橡胶颗粒轻质混合土强度特性试验研究[J]. 岩土工程学报, 2010, 32(3): 428-433. (XIN Ling, LIU Han-long, et al. Consolidated undrained triaxial compression tests on lightweight soil mixed with rubber chips of scrap tires[J]. Journal of Geotechnical Engineering, 2010, 32(3): 428-433. (in Chinese))
    [6]
    辛 凌. 废弃轮胎橡胶颗粒轻质混合土工程特性试验研究[D].南京: 河海大学, 2010. (XIN Ling. The engineering properties of lightweight soil mixed with rubber chips of scrap tires[D]. Nanjing: HoHai University, 2010. (in Chinese))
    [7]
    董金梅, 刘汉龙, 高玉峰, 等. 聚苯乙烯轻质混合土抗压强度特性试验研究[J]. 岩土力学, 2004, 25(12): 1964-1968. (DONG Jin-mei, LIU Han-long, GAO Yu-feng et al. Study on compressive strength properties of light heterogeneous soil mixed with expanded polystyrene[J]. Rock and Soil Mechanics, 2004, 25(12): 1964-1968. (in Chinese))
    [8]
    童瑞铭. EPS颗粒混合轻质土（LSES）与砂土的动力特性对比试验研究[D]. 南京: 河海大学, 2007. (TONG Rui-ming. Comparative experiment research on dynamic behaviors of lightweight sand-EPS beads soil with sand[D]. Nanjing: HoHai University, 2007. (in Chinese))
    [9]
    何 稼. 废弃轮胎橡胶颗粒轻质混合土基本特性试验研究[D]. 南京: 河海大学, 2008. (HE Jia. The basic properties of lightweight soil mixed with rubber chips of scrap tires[D]. Nanjing: HoHai University, 2008. (in Chinese))
    [10]
    GB/T 50123—1999土工试验方法标准[S]. 北京: 中国建筑工业出版社, 1999. (GB/T 50123—1999 Standard for soil test method[S]. Beijing: China Architecture & Building Press, 1999. (in Chinese))
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