欢迎来到天天文库
浏览记录
ID:54924240
大小:591.92 KB
页数:12页
时间:2020-05-04
《大面积堆载作用下轴向受力隔离桩的承载机制分析-论文.pdf》由会员上传分享,免费在线阅读,更多相关内容在应用文档-天天文库。
1、第33卷第2期岩石力学与工程学报Vl0l_33N0.22014年2月ChineseJournalofRockMechanicsandEngineeringFeb.,2014大面积堆载作用下轴向受力隔离桩的承载机制分析竺明星,龚维明~,徐国平,何小元fI.东南大学土木工程学院,江苏南京210096;2.东南大学混凝土及预应力混凝土结构教育部重点实验室,江苏南京2100963.中交公路规划设计院有限公司,北京100010)摘要:为分析大面积堆载作用下轴向受荷隔离桩的被动受力特性,首先从布辛奈斯克(Boussinesq)改进解
2、出发,推导出各种形式堆载作用下水平附加压力的理论计算公式;在此公式基础上,从土体的运动和应力的传递方式入手,对考虑土拱效应的局部塑性变形理论进行改进,从而得到合理的隔离桩桩身被动荷载分布;最后,根据考虑土体局部塑性屈服及轴向荷载重力二阶效应影响的三参数Winkler弹性地基梁模型,建立桩身弹性段与塑性段的微分方程组,求解过程中采用矩阵传递法结合Laplace正逆变换的方法解得隔离桩桩身被动受力特性的数值解,并用试验数据进行验证。结果表明,数值解与模型试验实测值吻合较好,本研究中关于被动桩的求解方法具有较高的应用与参考价值
3、。关键词:桩基础;堆载;隔离桩;Laplace正逆变换;矩阵传递法中图分类号:Tu472文献标识码:A文章编号:1000—6915(2014)02—0421—12ANALYSISOFBEARINGMECHANISMOFAXIALLYLoADEDISoLATIoNPILESUNDERLARGE.SCALESURCHARGELoADINGZHUMingxing1GONGWeiming1。。XUGuoping,HEXiaoyuan1,,f1.SchoolofCivilEngineering,SoutheastUniversit
4、y,Nanjing,Jiangsu210096,China;2.KeyLaboratoryofConcreteandPrestressedConcreteStructuresofMinistryofEducation,SoutheastUniversity,Nanjing,Jiangsu210096,China;3.CCCCHighwayConsultantsCo.,Ltd.,Beijing100010,China)Abstract:Thispaperaimsatanalyzingthepassivemechanical
5、characteristicsofaxiallyloadedisolationpilesunderlarge-scalesurchargeloading.Firstly,theformulationforcalculatinglateraladditionalpressurewithlocalsurchargeisdeducedbasedonthesolutionofimprovedBoussinesq.Thenaccordingtosoilmovementandstresstransferapproach,therat
6、ionalpassiveloaddistributionofisolationpilesisobtainedbyimprovinglocaldeformationtheoryofplasticityconsideringsoilarching.Finally,diferentialequationsofelasticandplasticregionsofisolatedpilesareestablishedbyconsideringthegravitysecond-orderefectcausedbylateralloa
7、dandyieldofsoilfortri-parameterWinklerelasticfoundationbeammode1.CombiningmatrixtransfermethodwithLaplaceforwardandinversetransformation,thenumericalsolutionofpassivemechanicalfeaturesofisolationpilesisobtained.Later,theproposedapproachisverifiedbythetestdata.The
8、resultsindicatethatthenumericalandmeasuredresultsareingoodagreement,andtheproposedapproachisapplicableinengineeringpractice.Keywords:pilefoundations:surchargel
此文档下载收益归作者所有