欢迎来到天天文库
浏览记录
ID:53762221
大小:591.41 KB
页数:8页
时间:2020-04-24
《基于工程包边法的膨胀土抗剪强度干湿循环效应试验研究-论文.pdf》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、第35卷第3期岩土力学Vlol-35No.32014年3月RockandSoi1MechanicsMar.2014文章编号l1000-7598(2014)03-675-08基于工程包边法的膨胀土抗剪强度干湿循环效应试验研究李新明,孔令伟,郭爱国,刘宇2刘学东2(1.中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,武汉430071;2.河南省南阳宛达听高速公路建设有限公司,河南南阳473003)摘要:根据包边法施工中填芯重塑膨胀土和包边石灰改性膨胀土的实际工程状态,设计了反映其运营状态的干湿循环过程,对6次干湿循环前、后膨胀土的强度特性进行了较为系统地试验研究。结果表明,在压
2、实度为90%~96%时,干湿循环前重塑膨胀土和石灰改性膨胀土慢剪强度及强度参数均随干密度单调增加,而干湿循环后其黏聚力C随干密度单调增加,干密度对内摩擦角妒的影响则明显变小;重塑膨胀土和石灰改性膨胀土干湿循环后的残余强度受干密度制约性不大,但干湿循环前、后重塑膨胀土和石灰改性膨胀土的残余强度参数存在差异,且干湿循环幅度对膨胀土强度参数也有一定的影响;在分析干湿循环前、后反复剪切试验结果及膨胀土边坡长期破坏机制的基础上,认为对于膨胀土路堤,在进行强度参数选取时宜适当考虑干湿循环及其幅度对于残余强度参数的影响;利用石灰改性膨胀土包边处理填筑膨胀土路基较为适宜。关键词:膨胀土;包边法;干湿
3、循环;残余强度中图分类号:TU443文献标识码:AExperimentalresearchonshearstrengthofexpansivesoilunderwetting—dryingcyclesbasedonwrappingmethodLIXin.ming,KONGLing—wei,GUOAi.guo,LIUYu,LIUXue—dong(1.StateKeyLaboratoryofGeomechanicsandGeotechnicalEngineering,InstituteofRockandSoilMechanics,ChineseAcademyofSciences,Wuha
4、n430071China;2.NanyangWDXExpresswayConstructionCo.,Ltd.,Nanyang,Henan473003,China)Abstract:Wrappingmethodisaefectivemethodtoexpansivesubgrade.Basedontheconditionofwrappingmethod,awetting·dryingcyclepathwasdesignedfortheexpansivesoilandlime—treatedexpansivesoil.Thestrengthpropertieswerestudiedan
5、ddiscussedforthesamplesexperiencing6weting—dryingcycleswiththesystematicresearchoftheshearstrengthbeforeandafterwetting—dryingcycles.Theresultsshowthattheshearstrengthincreaseswiththeincreasingdrydensityforremoldedandlime—treatedexpansivesoilsintherangeofcompactnessbetween90%and96%.Thevariation
6、ofshearstrengthparametersarediferentforthesoilsamplesbeforeandafterwetting—dryingcycles.Thecohesionafterwetting—dryingcyclesincreaseswiththeincreasingofdrydensity;buttheinfluenceonintemalfrictionangleissmal1.Thedrydensityrestrictsresidualstrengthlittleforremoldedandlime—treatedexpansivesoilsaft
7、erwetting—dryingcycles.Theresidualstrengthparametersofexpansivesoilsarediferentforthesamplesbeforeandafterwetting—dryingcycles;anditislargerbeforeweting-dryingcycles.Thestrengthparametersincludingpeakstrengthparametersandresiduals
此文档下载收益归作者所有