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

模袋固化土围埝地基排水固结过程的模拟分析
引用本文:刘润,闫玥,闫澍旺,孙万禾.模袋固化土围埝地基排水固结过程的模拟分析[J].岩土力学,2007,28(11):2409-2414.
作者姓名:刘润  闫玥  闫澍旺  孙万禾
作者单位:1.天津大学 建筑工程学院,天津 300072;2.天津港湾工程研究所,天津 300210
摘    要:天津港南疆1号墩改造工程和北大防波堤西内堤一期围埝工程中,采用塑料排水板加固地基,成功的使用了水泥固化土模袋的施工工艺。把轴对称问题转换为平面应变问题进行分析,通过等效变换将排水板变换为连续的排水墙;同时考虑了模袋的加筋作用以及提高固化土凝聚力的作用,采用硬化模型模拟地基土体的固结过程。重点分析当地基中有排水板存在时,随上部逐级加荷,地基中心点沉降、加固区边缘的侧向变形以及中心点以下的孔隙水压力变化。分析结果与工程的实测数据吻合较好。

关 键 词:模袋固化土  围埝  排水板  等效变换  准凝聚力  
文章编号:1000-7598-(2007)11-2409-06
收稿时间:2005-11-18
修稿时间:2005-11-18

Numerical simulation of consolidation process of soil foundation for a dam constructed by geobag solidified soil
LIU Run,YAN Yue,YAN Shu-wang,SUN Wan-he.Numerical simulation of consolidation process of soil foundation for a dam constructed by geobag solidified soil[J].Rock and Soil Mechanics,2007,28(11):2409-2414.
Authors:LIU Run  YAN Yue  YAN Shu-wang  SUN Wan-he
Institution:1. School of Civil Engineering, Tianjin University, Tianjin 300072, China; 2. Tianjin Port Engineering Institute, Tianjin 300222, China
Abstract:During constructing a dam in Tianjin Harbor,the geobag solidified soil technology was applied successfully.Because the soil strength underlying the dam was rather low,the PVC drains were adopted to accelerate the dissipation of pore water and to ensure the stability of the dam.The FEM technique with elastoplastic soil constitutive relations was used to simulate the consolidation process of foundation soil.In the analysis,the axial symmetric problem is transformed into an equivalent plane strain problem,which makes it much easier to carry out.The functions of the geotextile consisting of the geobag are considered by increasing the cohesion of the solidified soil and providing reinforcement to the structure.The load is applied step by step;the settlement and pore water pressure at the central settlement of the foundation and the lateral displacement at the edges of the foundation were calculated.The calculated results coincide well with the field investigation data.
Keywords:geobag solidified soil  dam  PVC  settlement  lateral displacement  pore water pressure
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