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The analysis of effects on shear strength characteristics of loess by moisture content changes and freeze-thaw circle

机译:水分变化和冻融圈对黄土抗剪强度特性的影响分析

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摘要

The freeze-thaw circle will result in loess deterioration, reduce the shear strength of loess.Loess samples with different moisture contents were prepared from Shanxi Yangquan No.1 tunnel as the research object, do height variation test, direct shear test, moisture content test and dry density variation test on different moisture content loess samples after freeze-thaw circle.The results showed that: (1) The height of the samples increase after freeze-thaw circle, samples which has high moisture changes greater than which has low moisture content.However, the final height of the samples tends to a constant value.(2) Freeze-thaw circle cause the water migration in soil, due to the freezing and thawing effect is different, making the water migration form the inside to outside can not return to inside fully and accumulate in the surface of samples, resulting in the moisture content is reduced, and this phenomenon is more obvious in initial high moisture content loess.(3) Freeze-thaw circle cause the volume changes and migration through the action of water, thus acting on the soil particles, undermine the role of the connection between soil particles, in turn caused the height of sample increased and the volume changed, dry density decreases;(4) The cohesion c reduced significantly with the increase of freeze-thaw circle.The extent of migration is sharpest before 3 circle freeze-thaw circle, the extent of migration is slower after 5 circle freeze-thaw circle.(5) With the increased moisture content of loess, the magnitude of the change increase with the freezethaw circle, loess deterioration is more obvious when freeze-thaw circle effects, the internal friction angel showing a gradually decreasing trend, but the change is much less then the values that moisture content impact on cohesion.(6) Freeze-thaw circle and moisture content increase resulting in the shear strength reduced.The affect cohesion impact on shear strength is greater than the inter friction angle impact on shear strength.Hope this paper can provide construction reference in loess distributed area of Yangqu even in Shanxi.
机译:以山西阳泉一号隧道为研究对象,制备了不同含水量的黄土样品,进行了高度变化试验,直接剪切试验,含水量试验。结果表明:(1)冻融循环后样品的高度增加,水分变化高的样品大于水分含量低的样品。但是,样品的最终高度趋向于一个恒定值。(2)冻融圈导致水在土壤中的迁移,由于冻融作用不同,使得水分不能从内到外迁移充分返回到内部并积聚在样品表面,导致含水量减少,这种现象在最初的高含水量黄土中更为明显。(3)冻融循环e通过水的作用引起体积变化和迁移,从而作用于土壤颗粒,破坏土壤颗粒之间的连接作用,进而引起样品高度增加和体积变化,干密度降低;(4)内聚力c随着冻融圈的增加而显着降低.3圈冻融圈之前的迁移程度最明显,5圈冻融圈之后的迁移程度更慢。(5)随着水分含量的增加黄土层中,变化量随冻融圈的增加而增加,冻融圈作用时黄土退化更为明显,内摩擦角呈现出逐渐减小的趋势,但变化远小于含水量影响的值。 (6)冻融圈和水分含量增加,导致抗剪强度降低,内聚力对抗剪强度的影响大于内摩擦角的影响希望本文能为甚至在山西阳曲的黄土分布地区提供施工参考。

著录项

  • 来源
  • 会议地点 Xian(CN)Xian(CN)
  • 作者

    J.F.Tian; W.J.Ye; G.S.Yang;

  • 作者单位

    College of Architecture and Civil Engineering, Xi'an University of Science and Technology, Xi'an, China;

    College of Architecture and Civil Engineering, Xi'an University of Science and Technology, Xi'an, China;

    College of Architecture and Civil Engineering, Xi'an University of Science and Technology, Xi'an, China;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 岩石学;
  • 关键词

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