• Title/Summary/Keyword: size of crush stone

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An Experimental Study on the Effects of Crushed Stone Compaction Pile in the Sea Clay Layer (해성 점토지반의 쇄석다짐말뚝 보강 효과에 관한 실험적 연구)

  • Lee, Seung-Bong;Im, Jong-Chul;Park, Lee-Keun;Joo, In-Gon
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.1031-1038
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    • 2005
  • Recently, due to lack of sand suppy, the cost of sand has increase. Therefore, alternative materials are needed. So, in this study the Crush Stone Compaction Pile used in America and Europe has been compared and analyzed Sand Compaction Pile used in Korea. Tests were performed at various sizes of Crush Stone and replacement ratio. Frist, it was compared and analyzed with low and high replacement ratio with the same size of crush stone. Second, it was compared and analyzed with different size of crush stone at constant replacement ratio. The result of these tests were compared with sand of the same replacement ratio. Here, the properties that were comares and analyzed are the ultimate bearing capacity and quantity of ground upheaval.

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Optimization of the Backfill Materials for Underground Power Cables considering Thermal Resistivity Characteristics (II) (열저항 특성을 고려한 지중송전관로 되메움재의 최적화(II))

  • Kim, You-Seong;Cho, Dae-Seong;Park, Young-Jun
    • Journal of the Korean Geosynthetics Society
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    • v.10 no.4
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    • pp.123-130
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    • 2011
  • In the precedent study it was presented that the comparison of thermal resistivity using various backfill materials including river sand regarding water content, dry unit weight and particle size distribution. Based on the precedent study, this study focused on developing the optimized backfill material that would improve the power transfer capability and minimize the thermal runaway due to an increase of power transmission capacity of underground power cables. When raw materials, such as river sand, recycled sand, crush rock and stone powder, are used for a backfill material, they has not efficient thermal resistivity around underground power cables. Thus, laboratory tests are performed by mixing Fly-ash, slag and floc with them, and then it is found that the optimized backfill material are required proper water content and maximum density. Through various experimental test, when coarse material, crush rock, is mixed with recycled sand, stone powder, slag or floc for a dense material, the thermal resistivity of it has $50^{\circ}C$-cm/Watt at optimum moisture content, and the increase of thermal resistivity does not happen in dry condition. The result of experiments approach the optimization of the backfill materials for underground power cables.

Optimization of the Backfill Materials for Underground Power Cables considering Thermal Resistivity Characteristics (I) (열저항 특성을 고려한 지중송전관로 되메움재의 최적화(I))

  • Kim, You-Seong;Cho, Dae-Seong;Park, Young-Jun
    • Journal of the Korean Geosynthetics Society
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    • v.10 no.4
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    • pp.113-121
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    • 2011
  • River sand has generally used for the backfill material of underground power cables. The thermal resistivity of it has $150^{\circ}C$-cm/Watt in wet condition and more than double in dry condition. The final goal of this study is to find the backfill material which has a small change in thermal resistivity with various water contents, for example thermal resistivity is $50^{\circ}C$-cm/Watt and $100^{\circ}C$-cm/Watt in wet and dry conditions respectively. In this study it is presented that the comparison of thermal resistivity using stone powder, crush rock, weathered granite soil and Jumunjin sand as well as river sand in the needle method regarding water content, dry unit weight and particle size distribution. As a result, the thermal resistivity of a material is minimized when they have maximum dry unit weight at optimum moisture content and maximum density by appropriately mixing materials for particle size distribution. Therefore thermal resistivity characteristics should be considered two factors: one is the difference between natural dry condition and dry state after optimum moisture content, and the other is the difference between unit weight of raw material and maximum dry density.