期刊文献+

加筋土界面特性室内试验研究进展 被引量:4

Progress of Laboratory Test and Research on the Interface Behavior of Reinforced Soil
下载PDF
导出
摘要 文章概述了近年来国内外加筋土界面特性室内试验研究的进展,按直剪试验、拉拔试验、三轴试验等内容进行分类,总结取得的规律性成果,分析讨论所存在的问题,并提出了进一步研究的看法。这些分析对理清加筋机理具有重要意义,同时也为加筋工程提供设计参数。 Presenting the progress of laboratory test and research on interface behaviour of reinforced soil at home and abroad in recent years,the Article categorized the tests as direct shear test,pull-out test and triaxial test and so on.It summarized the regularity output and analyzed the existing problems,and as well put forward some comments for further study.The analysis is very important for working out the reinforcing mechanism.Meanwhile it will provide design parameters for reinforced works.
出处 《西部交通科技》 2008年第3期36-39,共4页 Western China Communications Science & Technology
关键词 加筋土 界面 直剪试验 拉拔试验 Reinforced soil Interface Direct shear test Pullout test
  • 相关文献

参考文献19

  • 1[1]Prabakar,J.,Sridhar R S.Effect of random inclusion of sisal fibre on strength behaviour of soil[J].Construction and Building Materials.2002(16):123-131.
  • 2[2]Desai,C.s.,Drumm,E.c.,Zaman M M.Cyclic testing and modeling of interfaces[J].Journal of Geotechnical Engineering,ASCE.1985,111(6).
  • 3陈国芳.挡土墙与填土间接触面的大型直剪仪试验[J].路基工程,1995(1):34-37. 被引量:3
  • 4张嘎,张建民.循环荷载作用下粗粒土与结构接触面变形特性的试验研究[J].岩土工程学报,2004,26(2):254-258. 被引量:71
  • 5[5]Dietz,M.S.And Lings M L.Postpeak Strength of Interfaces in a Stress-Dilatancy Framework[J].Journal of Geotechnical and Geoenvironmental.2006,132(11):1474-1484.
  • 6张嘎,张建民.土与土工织物接触面力学特性的试验研究[J].岩土力学,2006,27(1):51-55. 被引量:37
  • 7[7]Lee,K.m.,Manjunath,V.r.,Dewaikar D M.Numerical and model studies of strip footing supported by a reinforced granular fill-soft soil system[J].Canadian Geotechnical Journal.1999,36(5):793-806.
  • 8[8]Wilson-fahmy,Ragui F.,Koerner,Robert M.,Sansone L J.Experimental Behavior of Polymeric Geogrids in Pullout[J].Journal of Geotechnical Engineering.1994,120(4):661-677.
  • 9[9]Moracia,N.,Recalcatib P.Factors affecting the pullout behaviour of extruded geogrids embedded in a compacted granular soil[J].Geotextiles and Geomembranes.2006(24):220-242.
  • 10[10]Gray D.H.O H.Mechanics of Fiber Reinforcement in Sand[J].Geotechnical Engineering Division,ASCE.1984,109(GT3):335-353.

二级参考文献57

  • 1马时冬.土工格栅加筋垫层的效果检验[J].岩石力学与工程学报,2005,24(3):490-495. 被引量:12
  • 2袁建国,时钟伦.双侧加筋土挡墙及加筋土桥台模型试验研究报告[J].路基工程,1995(1):27-34. 被引量:3
  • 3梁波,孙遇祺.加筋土模型试验中的拉力破坏研究[J].岩土工程学报,1995,17(2):83-87. 被引量:26
  • 4《土工合成材料工程应用手册》编委会.土工合成材料工程应用手册[M].北京:中国建筑工业出版社,1994..
  • 5朱百里,计算土力学,1990年
  • 6Atamatzidis D K, Athanasopoulos G A, Papantonopoulos,C I. Sand-geotextile interaction by triaxial compression testing[A]. 5th International Conference on Geosynthetics[C]. Singapore: Southeast Asia Chapter-International Geosynthetics Society, 1994. 377-380.
  • 7Broms B B, Chandrasekaran B, Wong K S. Fabric reinforced retaining walls[A]. International Symposium on Application of Geosynthetic Technology[C]. Jakarta:Indonesia Chapter-International Geosynthetics Society,1992. 1-30.
  • 8Gray D H, Al-Refeai T. Behavior of fabric vs.fiber-reinforced sand[J]. Journal of the Geotechnical Engineering, American Society of Civil Engineers,1986, 112(8): 804-820.
  • 9McGown A, Andrawes K Z, A1-Hasani M M. Effect of inclusion properties on the behavior of sand[J].Geotechnique, 1978, 28(3): 327-380.
  • 10Moroto N. Triaxial compression test for reinforced sand with a flexible tension member[A]. International Symposium on Earth Reinforcement Practice[C].Kyushu: BalkemaAA, 1992. 131 - 134.

共引文献322

同被引文献43

引证文献4

二级引证文献18

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部