期刊文献+

环剪仪在超固结土残余强度分析中的应用 被引量:6

Application of Ring Shear Apparatus in Analysis of Residual Strength of Over-consolidated Soil
原文传递
导出
摘要 环剪仪是研究大剪切位移下土的抗剪强度特性的理想设备。对北京工业大学新引进的DTA-138型环剪仪进行了系统的介绍,并利用该仪器对Ip=12的粉质粘土和Ip=36的粘土进行了试验研究。试验结果表明:该环剪仪测试精度高且具有良好的稳定性,能够保证试验结果的准确性;剪切速率在0.1~10°/min范围内时,对粉质粘土和粘土的峰值强度及残余强度郝没有显著影响;超固结比对粉质粘土的峰值强度和残余强度以及粘土的残余强度几乎没有影响,而粘土的峰值强度随着超固结比的增大有增大的趋势,且相同试验条件下粘土的残余强度显著低于粉质粘土的残余强度。 Ring shear apparatus is well suited for researching shear strength properties of large shear displacement conditions. This paper systematically introduces the DTA-138 ring shear apparatus newly imported by Beijing University of Technology, and tests were done to silty clay of Ip = 12 and clay of Ip =36 by this apparatus. Test results indicate that: ring shear apparatus used in this study has good stability and high precision for both silty clay and clay, thus can guarantee the accuraty of the test results; shear speed at 0. 1°/min-10°/min has no significant effect on peak strength and residual strength for both silty clay and clay; over-consolidated ratio has al- most no effect on the peak strength and residual strength of silty clay and residual strength of clay, while the peak strength of clay has the increasing trend as the over-consolidation ratio in creased, the residual strength of clay is significantly lower than the residual strength of silty clay at the same test condition.
出处 《防灾减灾工程学报》 CSCD 北大核心 2013年第5期556-560,572,共6页 Journal of Disaster Prevention and Mitigation Engineering
基金 国家自然科学基金项目(51278015) 国家973计划项目课题(2011CB013600) 北京市教委重点项目(KZ201210005010)资助
关键词 环剪仪 环剪试验 剪切速率 超固结比 残余强度 ring shear apparatus ring shear test shear speed over consolidation ratio residual strength
  • 相关文献

参考文献13

  • 1Skempton A W. Residual strength of clays in land slides, folded strata and the laboratory[J]. Geotech nique, 1985,35(1):3 18.
  • 2殷宗泽.土力学学科发展的现状与展望[J].河海大学学报(自然科学版),1999,27(1):1-5. 被引量:51
  • 3侍倩,曾亚武.岩土力学实验[M].武汉:武汉大学出版社,2010.
  • 4洪勇,孙涛,栾茂田,郑孝玉,汪发武.土工环剪仪的开发及其应用研究现状[J].岩土力学,2009,30(3):628-634. 被引量:39
  • 5Stark T D, Choi H, McCone S. Drained shear strength parameters for analysis of landslides E J. Journal of Geotechnical and Geoenvironmental Engi- neering, 2005,131(5)=575-588.
  • 6BishopAW, Green G E, Garga V K, et al. A new ring-shear apparatus and its application to the mea- surement of residual strength E J ]. Geotechnique, 1971,21(4) :273 328.
  • 7郑剑锋,马巍,赵淑萍,蒲毅彬.重塑土室内制样技术对比研究[J].冰川冻土,2008,30(3):494-500. 被引量:48
  • 8杨少丽,RolfSandven,林霖,李安龙.改进的室内粉土制样技术[J].岩土工程学报,2000,22(3):379-380. 被引量:19
  • 9GB-T50123-1999,土工试验方法标准[S].
  • 10李兴国 鄢重新.土的反复剪切及其残余强度.工程勘察,1984,(3):55-58.

二级参考文献69

  • 1刘小丽,邓建辉,李广涛.滑带土强度特性研究现状[J].岩土力学,2004,25(11):1849-1854. 被引量:80
  • 2方祥位,陈正汉,申春妮,孙树国,王权民.残积土特殊应力路径的三轴试验研究[J].岩土力学,2005,26(6):932-936. 被引量:16
  • 3赵振勇,周春儿,曹喜仁.重塑土简易制样技术及工程应用[J].广东公路交通,2006,32(1):57-60. 被引量:12
  • 4GRATCHEV I B, SASSA K, OSIPOV V, et al. The liquefaction of clayey soils under cyclic loading[J]. Engineering Geology, 2006, 86(1): 70-84.
  • 5SWAN R H, BONAPARTE R, BACHUS R C, et al. Effect of soil compaction conditions on geomembranesoil interface strength[J]. GeotextUes and Geomembranes 1991, 10: 523-529.
  • 6STARK T D, POEPPEL A R. Landfill liner interface strengths from torsional-ring-shear tests[J]. Journal of Geoteehnical Engineering, ASCE, 1994, 120(3): 597-615.
  • 7BISHOP A W, GREEN G E, GARGA V K, et al. A new ring shear apparatus and its application to the measurement of residual strength[J]. Geoteehnique, 1971, 21(4): 273-328.
  • 8SASSA K, FUKUOKA H, WANG G H. Undrained dynamic-loading ring-shear apparatus and its application to landslide dynamics[J]. Landslides, 2004, 1(1): 7-19.
  • 9湛壮丽.新型土工试验仪器-环状剪力仪.中国铁道,1982,10:26-28.
  • 10SKEMPTON A W. Residual strength of clays in landslides, folded strata and the laboratory[J]. Geotechnique, 1985, 35(1): 3-18.

共引文献209

同被引文献51

引证文献6

二级引证文献25

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