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Volume 36 Issue 11
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HOU Tian-shun. Model for compaction density and engineering properties of light weight soil[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(11): 2127-2135. DOI: 10.11779/CJGE201411020
Citation: HOU Tian-shun. Model for compaction density and engineering properties of light weight soil[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(11): 2127-2135. DOI: 10.11779/CJGE201411020
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Model for compaction density and engineering properties of light weight soil

  • College of Water Resources and Architectural Engineering, Northwest A&
    F University, Yangling 712100, Shaanxi, China

Funds: Project (2012JQ7013) supported by Natural Science Foundation of Shaanxi Province; Project (Z109021108) supported by Special Matching Funds of Shaanxi Province; Project (QN2012025) supported by the Fundamental Research Funds for the Central Universities; PhD project (2011BSJJ084) supported by Research Foundation of Northwest A&F University
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  • Received Date: November 15, 2013
  • Published Date: November 19, 2014
    Graphical Abstract
    • Abstract
  • In order to study the compaction mechanism of soft inclusion soil, and to guide the prescription design and compaction construction of light weight soil, a model for compaction density is established based on material composition and the physical essence of soil compaction. It is found that the predicted value is nearly close to the measured wet density. The absolute error is only 0.003~0.051 g/cm3, and the relative error is only 0.282%~5.267%. It is proved that the model for compaction density can predict exactly the wet density of mixed soil under different compaction conditions. The compression ratio of EPS beads and the wet density of mixed soil increase with the increase of compaction times, and the increase trend becomes slow gradually, and the void ratio of mixed soil decreases with the increase of compaction times. Under compaction conditions, the increase of wet density of light weight soil is accomplished by both the deceasing pore of soil and the plastic compression of EPS beads soft inclusion. Being similar to those of light weight soil with sand, the wet density and unconfined compressive strength of light weight soil with clay increase with the increasing compaction times. When compaction time =25, the compression ratio range of EPS beads is 6.13%~11.51%; when =94, the compression ratio range is 12.80%~14.87%. It is proved that the compaction times and energy which the standard specifies are fit for the compaction of mixed soil, and will not destroy the EPS beads. Considering that the measuring process of the parameters for the model for compaction density is complex, according to the practical engineering situation, it is supposed that the water content keeps the same during the compaction process, and the holes between soil and EPS beads after compaction are close to 0. The simplified model for compaction density is put forward, and the fact that the simplified model can be fit for the practical projects completely is proved.
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    • References (17)
  • [1]
    .OH S W, LEE J K, KWON Y C, LEE B J. Bearing capacity of light weight soil using recycled styrofoam beads[C]// Proceedings of the International Offshore and Polar Engineering Conference. Kitakyushu: International Society of Offshore and Polar Engineers, 2002: 670-674.
    [2]
    .YOONZ G L, JEON S S, KIM B T. Mechanical characteristics of light-weighted soils using dredged materials[J]. Marine Georesources and Geotechnology, 2004, 22(4): 215-229.
    [3]
    YAJIMA J, MYDIN S H. Mechanical properties of the unsaturated foam composite light-weight soil[C]//4th International Conference on Unsaturated Soils. United states: American Society of Civil Engineers, 2006: 1639-1650.
    [4]
    .NAGATOME T, HASHIMOTO T, OTANI J, et al. Absorption property evaluation of light weight soil with air foam due to different mixing conditions[J]. Zairyo/Journal of the Society of Materials Science, 2010, 59(1): 68-73.
    [5]
    HOU Tian-shun. Influence of expanded polystyrene size on deformation characteristics of light weight soil[J]. Journal of Central South University, 2012, 19(11): 3320-3328.
    [6]
    MIKI H. Flow treatment technology of soil and its applications[J]. Civil Engineering Technology Data, 1995, 37(9): 32-37.
    [7]
    YOKOTA, MISHIMA N. YU Xiao-bo, translator. Foam light-weight soil[J]. Subgrade Engineering, 1997(4): 81-86.
    [8]
    .YOSHIKAWA M. YU Xiao-bo, translator. Mixed ratio test and construction of light weight filling in the water[J]. Subgrade Engineering, 1997(5): 74-78.
    [9]
    .GU Huan-da, CHEN Su. Engineering properties of river sludge and its stabilization[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(1): 108-111. (in Chinese)
    [10]
    HOU Tian-shun. Influence law of characteristic water content on basic properties of light weight soil[J]. Rock and Soil Mechanics, 2012, 33(9): 2581-2587. (in Chinese)
    [11]
    ZHU Wei, LI Ming-dong, ZHANG Chun-lei, LI Hong. The optimum moisture content of sand EPS beads mixed lightweight soil[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(1): 21-25. (in Chinese)
    [12]
    HOU Tian-shun, XU Guang-li. Optimum water content models and tests of light weight soil[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1129-1134. (in Chinese)
    [13]
    GB/T 50123—1999 Standard for soil test method[S]. 1999. (in Chinese)
    [14]
    LI Ming-dong, ZHU Wei, ZHANG Chun-lei, et al. Effect of compaction parameters on lightweight sand-EPS beads soil[J]. Journal of Hohai University (Natural Sciences), 2008, 36(6): 814-817. (in Chinese)
    [15]
    LI Ming-dong, ZHU Wei, ZHANG Chun-lei. A compaction model of soft inclusion soils[J]. China Civil Engineering Journal, 2009, 42(12): 149-153. (in Chinese)
    [16]
    HOU Tian-shun. Experimental study on mechanical properties of foamed particle light weight soil mixed with silt[D]. Wuhan: China University of Geosciences, 2008. (in Chinese)
    [17]
    DENG An, XIAO Yang, LIU Han-long. Engineering behavior of lightweight fills of sand-EPS beads[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(8): 1140-1145. (in Chinese)
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