首页 | 本学科首页   官方微博 | 高级检索  
     检索      

改进的双参数层状地基模型
引用本文:高广运,邱畅,王贻荪.改进的双参数层状地基模型[J].岩土力学,2003,24(2):159-163.
作者姓名:高广运  邱畅  王贻荪
作者单位:1. 同济大学 地下建筑与工程系,上海 200092; 2. 湖南大学 土木工程学院, 湖南 长沙 410082
基金项目:国家自然科学基金委资助项目(No. 50178056),高等学校博士点基金资助项目(No. 2000024724),上海市科委技术发展基金资助项目(No. 005111056)
摘    要:文克尔地基模型广泛应用于弹性地基梁、板的设计计算,但由于该模型过于简化,不能正确反映地基土的工程性质。为此,提出了一种改进的双参数层状地基模型。该模型是Vlazov模型的延伸和发展,由一系列的弹性层组成,对每一层的应力应变分布做了一定的假设。通过积分变换的方法,可以求出该模型每一层表面位移与力的关系,进而形成层刚度矩阵。按照有限元法的原理,将每一层的刚度矩阵凝聚成总体刚度矩阵求解,与Vlazov模型计算结果的比较,证明该方法是正确的,还得到了荷载作用于层状地基模型内部的解,为双参数层状地基模型用于桩基分析打下了理论基础。

关 键 词:双参数层状模型  积分变换法  Vlazov模型
文章编号:1000-7598-(2003)02-0159-05
收稿时间:2002-02-06
修稿时间:2002年2月6日

An improved two-parameter layer model
GAO Guang-yun, QIU Chang, WANG Yi-sun.An improved two-parameter layer model[J].Rock and Soil Mechanics,2003,24(2):159-163.
Authors:GAO Guang-yun  QIU Chang  WANG Yi-sun
Institution:1. Department of Geotechnical Engineeering, Tongji University, Shanghai 200092, China; 2. School of Civil Engineering, Hunan University, Changsha 410082, China
Abstract:Winkler’s model is widely used in designing elastic foundation beam and plate, but this model is too simple to reflect the characters of subsoil correctly. A new two-parameter layer model is presented. The model consists of a number of elastic layers, in which the distributions of stress and strain are assumed. Layer stiffness matrix, which expresses the relation of force and displacement on surface of every layer, can be calculated applying integral transformation. Thus, the layer system can be solved through compiling layer stiffness matrixes to form total matrix under the principle of FEM. The model is viewed as an extension of Vlazov model, and proved to be correct comparing with the result gained from Vlazov model. The most important thing is that the result of load embedding in layer model is gained; this means the method presented can be adopted to calculate pile foundations.
Keywords:two-parameter layer model  integral transform method  Vlazov model
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《岩土力学》浏览原始摘要信息
点击此处可从《岩土力学》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号