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粉土对砂不稳定性影响的试验研究

Study on the effect of fines on the instability of sand
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摘要 通过对净砂和粉砂土(粉土含量为10%,20%)试样进行三轴不排水试验,研究了粉土对砂不稳定性的影响。试验结果表明如使用粒间孔隙比es,就可以在与砂土相同的框架内描述粉砂土的不稳定特性。 The paper investigates the effect of silts on the instability of sand based on the undrained triaxial tests of clean sand and silty sand with 10 % and 20 % silts. The results show that silty sand can be described within the same framework as that of sand if the intergranualar void ratio is used.
出处 《山西建筑》 2006年第6期86-87,共2页 Shanxi Architecture
关键词 不排水三轴试验 不稳定性 粉土 粒间孔隙比 undrained triaxial tests, instability, silts, intergranular void ratio
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参考文献4

  • 1Lade,P.V.Initiation of static instability in the submarine Nerlerk bern[J].Canadian Geotechnical Journal,1993.895-904.
  • 2Sladen,J.A.,D'Hollander,R,D.,and Krahn,I.(1985)."Back analysis of the Nerlerk berm liquefaction slides"[J].Canadian Geotechnical Journal.1985(2):579-588.
  • 3Kuerbis,R.,Negussey,D.and Vaid,Y.P.(1988).Effect of gradation and fines content on the undrained response of sand[J].Geotechnical Special Publication No.21,ASCE,1988(1):330-345.
  • 4Thevanyagam,S.Effect of fines and confining stress on undrained shear strength of silty sands[J].Geotechnical Geoenvironmental Engineering.,ASCE,124(6)1998.479-491.

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