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Cold temperature testing of geotextiles: new, and containing soil fines and moisture

机译:土工织物的低温测试:新的且包含土壤细粉和水分

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摘要

ABSTRACT: A test program examined the behavior of geotextiles at very low temperatures, andntested the hypothesis that the presence of soil fines and moisture would result in decreased strengthnvalues compared with geotextiles at cold temperatures. Wide-width strip tensile and static puncturentests were performed on needle-punched nonwoven polypropylene geotextiles at 208,08, u0001208, u0001408nand u0001548C for the wide-width strip tests and at u0001518C for the puncture tests on new specimensnand specimens that contained soil and moisture. At all sub-freezing temperatures, the specimensnthat contained ice and soil were much stronger and more brittle in tension than the new specimens.nSoil and moisture did not significantly influence puncture strength.
机译:摘要:一个测试程序检查了土工布在非常低的温度下的行为,并检验了以下假设的假设:与土工布在低温下相比,土壤细粉和水分的存在会导致强度值降低。在针刺非织造聚丙烯土工布上分别进行了208,08,u0001208,u0001408n和u0001548C的宽幅条形抗拉和静态穿刺试验,对新样品和包含土壤和水分的标本进行了穿刺试验,分别在208,08,u0001208,u0001408n和u0001548C上进行了穿刺试验。在所有亚冻结温度下,包含冰和土壤的标本比新标本要坚固得多,并且拉伸强度更大。土壤和水分不会显着影响穿刺强度。

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  • 来源
    《Geosynthetics International 》 |2007年第5期| p.320-329| 共10页
  • 作者单位

    1nResearch Civil Engineer, US Army Engineer Research and Development Center, Cold RegionsnResearch and Engineering Laboratory, Hanover, NH 03755, USA, Telephone: +1 603 646 4188,nTelefax: +1 603 646 4640, E-mail: Karen.S.Henry@erdc.usace.army.mil.n2nEngineering Technician, US Army Engineer Research and Development Center, Cold Regions Researchnand Engineering Laboratory, Hanover, NH 03755, USA, Telephone: 1 603 646 4444,nTelefax: +1 603 646 4640, E-mail: Glenn.D.Durell@erdc.usace.army.mil.;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Geosynthetics, Wide-width strip tensile tests, Static puncture, Nonwoven polypropylene;

    机译:土工合成材料;宽幅带材拉伸试验;静态穿刺;聚丙烯无纺布;

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