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环境因素对土工格栅蠕变特性的影响 被引量:13

Study of influence of environmental factors on geogrid creep property
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摘要 针对高密度聚乙烯单向拉伸土工格栅进行了一系列不同环境因素条件下的蠕变试验,研究了应力水平、温度、化学作用、施工损伤以及砂土侧限约束等对格栅蠕变性能的影响。结果表明,温度或应力水平越高,格栅蠕变量越大,蠕变速率也越快;常规条件下单向拉伸土工格栅的蠕变临界应力水平不宜大于40%;化学作用可导致格栅蠕变量增大约10%,施工损伤对蠕变的影响非常显著;另一方面,砂土侧限约束下的蠕变特性与格栅的受力状态有关,填料约束以及上覆荷载作用可大幅降低格栅的蠕变量。 A series of creep tests of high-density polyethylene uniaxial geogrids are performed under different environmental conditions,including the stress level,temperature,chemical reaction,installation damage and confined constraint in sand.The results show that: with the higher temperature or stress level,the creep of geogrid is bigger and the creep rate is faster;the creep critical stress level of uniaxial geogrid is unsuitable to exceed 40% under common conditions;chemical reaction can lead the creep deformation to increase about 10%;the influence of installation damage is obvious;the creep property under confined constraint in sand is related with the stress state of geogrid;the filling material and loading can reduce the creep deformation of geogrid greatly.
出处 《岩土力学》 EI CAS CSCD 北大核心 2012年第7期2048-2054,共7页 Rock and Soil Mechanics
基金 国家自然科学基金项目(No.50808024)
关键词 土工格栅 蠕变 应力水平 环境因素 侧限约束 施工损伤 geogrid; creep; stress level; environmental factor; confined constraint; installation damage
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参考文献16

  • 1FINDLEY W N.26-year creep and recovery of poly(vinyl chloride)and polyethylene[J].Polymer Engi-neering and Science,1987,27(8):582-585.
  • 2青岛颐中格栅股份有限公司,坦萨土工合成材料(武汉)有限公司,等.QB/T2854-2007塑料土工格栅蠕变试验和评价方法[S].北京:中国轻工业出版社,2007.
  • 3NAKAMURA T,MITACHI T.In-soil creep deformationbehavior of geogrid and new design method of geogridreinforced soil structures[C]//GeoAsia2004 Proceedingsof the 3rd Asian Regional Conference on Geosynthetics.Seoul:[s.n.],2004:576-583.
  • 4BUENO B S.Long-term performance of geosynthetics[C]//The 9th International Conference on Geosynthetics.Guarujá:[s.n.],2010:439-453.
  • 5TONG J,GONG B,LIU J.Experimental study andprediction on the long-term creep properties for geogridsat different temperatures[C]//The 9th International Con-ference on Geosynthetics.Guarujá:[s.n.],2010:873-876.
  • 6栾茂田,肖成志,杨庆,裴建军.土工格栅蠕变特性的试验研究及粘弹性本构模型[J].岩土力学,2005,26(2):187-192. 被引量:36
  • 7邹维列,王钊,林晓玲.土工合成材料的蠕变折减系数[J].岩土力学,2004,25(12):1961-1963. 被引量:10
  • 8李丽华,王钊.加速土工合成材料蠕变试验的时温叠加法简介[J].长江科学院院报,2004,21(1):29-32. 被引量:4
  • 9杨果林,王永和.加筋土筋材工程特性试验研究[J].中国公路学报,2001,14(3):11-16. 被引量:25
  • 10International Organization for Standardization.ISO13431-1999 Geotextiles and geotextile-relatedproducts-determination of tensile creep and creeprupture behaviour[S].Geneva:[s.n.],1999.

二级参考文献35

  • 1王钊.土工合成材料的蠕变试验[J].岩土工程学报,1994,16(6):96-102. 被引量:36
  • 2《土工合成材料工程应用手册》编写委员会.土工合成材料工程应用手册(第二版)[M].北京:中国建筑工业出版社,2000.95-100.
  • 3[1]LI Rongzhi. Time-temperature superposition method for glass transition temperature of plastic materials[J]. Materials science and engineering, 2000,A278:36-45.
  • 4[2]KHALID F. Development of an accelerated creep testing procedure for geosynthetics, Part 2: Analysis[J]. Geotechnical testing journal,1998(1):38-44.
  • 5[3]HAN Yong-jeon, SEONG Hun-kim, HAN Kyu-yoo. Assessment of long-term performances of polyester geogrids by accelerated creep test[J]. Polymer testing, 2002,21:489-495.
  • 6[4]KHALID F, HADI S. Development of an accelerated creep testing procedure for geosynthetics, Part 1:Testing[J]. Geotechnical testing journal,1997,(4):414-422.
  • 7[5]DUTTA P K,HUI D. Creep rupture of a GFRP composite at elevated temperatures[J].omputer and structures,2000,76:153-161.
  • 8[6]THORNTON J S, BAKER T L. Comparison of SIM and conventional methods for determining creep-rupture behavior of a polypropylene geotextile[A].Proc.of 7th Int. Conf. On geosynthetics[C].Nice,Brazil,2002. 1545-1550.
  • 9[7]THORNTON J S, PAULSON J N,SANDRI D. Conventional and stepped isothermal methods for characterizing long term creep strength of polyester geogrids[A]. Proc.of 6th Int. Conf. On Geosynthetics[C].Atlanta.USA.1998. 691-698.
  • 10朱湘.[D].南京:东南大学,2002.

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