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不同初始状态橡胶砂直剪试验研究 被引量:1

TEST STUDY OF RUBBER-SAND MIXTURES UNDER DIFFERENT INITIAL STATES IN DIRECT SHEAR
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摘要 橡胶砂是一种具有潜在广泛应用价值的新型环保岩土材料。为研究橡胶砂在干燥击实、干燥未击实及掺水未击实3种不同初始状态下的直剪特征,对试样(橡胶颗粒、砂、橡胶砂)进行了一系列直接剪切试验,考虑了橡胶颗粒含量及竖向压力对其直剪特征的影响。结果表明:1)干燥击实橡胶砂的剪应力-剪切位移曲线随着橡胶含量的增大由软化型逐渐向硬化型转变;且随着橡胶砂密实性的降低,其剪应力-剪切位移曲线越来越多地表现为硬化型;掺水未击实橡胶砂的剪应力-剪切位移曲线均表现为硬化型。2)竖向压力小于50 k Pa且砂粒密实性较低时,橡胶颗粒可改善砂的强度,最优橡胶含量为20%~40%,且对掺水未击实砂的最优橡胶含量约为10%。3)橡胶砂越密实,越易产生剪胀,湿润橡胶砂比干燥橡胶砂越易产生剪缩。4)不同初始状态对橡胶砂的直剪特征如剪应力-剪切位移曲线、抗剪强度包线、竖向位移-剪切位移曲线的影响随橡胶含量的增大而减弱。 Rubber sand mixtures( RSM) are a new kind of environmentally beneficial geotechnical material with potential wide application value. In order to study direct shear characters of RSM with different rubber contents under different vertical stresses and three different initial states,including sample by drying combined compaction,drying but uncompaction,and watering but uncompaction respectively,a series of direct shear tests were conducted for samples including rubber particles,sand and RSM. The result showed: 1) the shear stress-displacement curves of the sample of drying compaction RSM were changed from softening model to hardening model gradually with the increase of rubber content,and the shear stress-displacement curves of RSM more and more evidently showed hardening characteristic when its density was decreased,all the shear stress-displacement curves of the sample of watering but uncompaction RSM showed hardening property; 2) rubber particles could improve the shear strength of sand whose density was low when vertical pressure was less than 50 k Pa,and the range of the optimal rubber content was 20% ~ 40%,and rubber particles could also improve the direct shear strength of the sample of watering but uncompaction sand,whose optimal rubber content was about 10%; 3) the more denser the RSM,the more easier the shear dilatancy produced,and wet RSM was easier to produce shear contraction than dry RSM; 4) the effect of the different initial states on direct shear characters,such as shear stress-displacement curves,shear strength envelopes and vertical-shear displacement curves of RSM was reduced with the increase of rubber content.
出处 《工业建筑》 CSCD 北大核心 2016年第7期145-153,共9页 Industrial Construction
基金 国家自然科学基金项目(51108177) 湖南省自然科学基金项目(10JJ4040)
关键词 橡胶砂 初始状态 直剪特征 干燥击实 干燥未击实 掺水未击实 rubber-sand mixtures initial states direct shear characters drying combined compaction drying but uncompaction watering but uncompaction
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参考文献23

  • 1Moo-Young H,Sellasie K,Zeroka D,et al.Physical and Chemical Properties of Recycled Tire Shreds for Use in Construction[J].Journal of Environmental Engineering,2003,129(10):921-929.
  • 2Edil T B,Park J K,Kim J Y.Effectiveness of Scrap Tire Chips as Sorptive Drainage Material[J].Journal of Environmental Engineering,2004,130(7):824-831.
  • 3邹维列,谢鹏,马其天,杨迤,左春阳.废弃轮胎橡胶颗粒改性膨胀土的试验研究[J].四川大学学报(工程科学版),2011,43(3):44-48. 被引量:37
  • 4Adalier K,Pamuk A.On the Important Mechanical Properties of Rubber-Sand[J].Advanced Materials Research,2013(685):8-14.
  • 5Youwai S,Bergado D T.Numerical Analysis of Reinforced Wall Using Rubber Tire Chips-Sand Mixtures as Backfill Material[J].Computers and Geotechnics,2004,31(2):103-114.
  • 6Anbazhagan P,Mamatha M,Soumyashree P,et al.Laboratory Characterization of Tyre Crumbs Soil Mixture for Developing Low Cost Damping Materials[J].International Journal of Earth Sciences and Engineering,2011,4(6):63-66.
  • 7Hazarika H,Kohama E,Sugano T.Underwater Shake Table Tests on Waterfront Structures Protected with Tire Chips Cushion[J].Journal of Geotechnical and Geoenvironmental Engineering,2008,134(12):1706-1719.
  • 8Tsang H H.Seismic Isolation by Rubber-Soil Mixtures for Developing Countries[J].Earthquake Engineering and Structural Dynamics,2008,37(2):283-303.
  • 9熊伟,曾庆豪,尚守平,王海东,周方圆,严家宝.新型岩土隔震系统试验研究[J].建筑结构学报,2010,31(S2):39-45. 被引量:8
  • 10吴延辉,李玉荣,施建波.砂与橡胶粒复合隔震装置分析研究[J].四川建材,2013,39(1):54-55. 被引量:5

二级参考文献26

  • 1雷胜友,惠会清.膨胀土及其改良土静动力特性对比分析[J].岩石力学与工程学报,2004,23(17):3003-3008. 被引量:28
  • 2窦远明,刘晓立,赵少伟,刘稚媛.砂垫层隔震性能的试验研究[J].建筑结构学报,2005,26(1):125-128. 被引量:57
  • 3湖北省水利学会膨胀土研究课题组.鄂北岗地膨胀土特性及渠道滑坡防护与整治研究报告[R].1991.
  • 4王钊,刘祖德,陶建生.鄂北岗地膨胀土渠道的破坏与防治[C]//第七届土力学及基础工程学术会议论文集.北京:中国建筑工业出版社,1994,250-253.
  • 5Foose G J, Benson C H, Bosscher P J. Sand reinforced with shredded waste fires [ J ]. Journal of Geotechnical Engineering, 1996,122 (9) : 760 - 767.
  • 6Hasan C, Mustafa F, Osman G. Geotechnical properties of tire-cohesive clayey soil mixtures as a fill material [ J ]. Engineering Geology,2006,88 (1/2) : 110 - 120.
  • 7Yoon S,Prezzi M, Siddiki N Z, et al. Construction of a test embankment using a sand tire shred mixture as fill material [ J ]. Waste Management,2006,26 (9) : 1033 - 1044.
  • 8Seda J H, Lee J C, Carraro A H. Beneficial use of waste tire rubber for swelling potential mitigation in expansive soils [ C ]//Geotechnical Special Publication. Reston : American Society of Civil Engineers ,2007 : 1 - 9.
  • 9Akbulut S, Arasan S, Kalkan E. Modification of clayey soils using scrap tire rubber and synthetic fibers [ J ]. Applied Clay Science,2007,38 (1/2) : 23 - 32.
  • 10Bosscher P J, Edil T B, Eldin N N. Construction and performance of a shredded waste tire test embankment [ J ]. Transportation Research Record, 1992,1345:44 - 52.

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