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比奥固结理论在堆载预压加固工程场地中运用
引用本文:徐书平,刘祖德. 比奥固结理论在堆载预压加固工程场地中运用[J]. 岩土力学, 2003, 24(2): 307-310
作者姓名:徐书平  刘祖德
作者单位:1. 中冶集团武汉勘察研究总院,湖北 武汉 430080;2. 武汉大学 土建学院, 湖北 武汉 430072
摘    要:运用平面应变比奥固结有限单元法,对南京某钢铁厂江边原料厂采用堆载预压结合塑料排水板处理的软土地基进行了计算,得到了较为理想的效果。计算中将塑料排水板合理地简化成等效砂墙,理论计算结果与实测结果吻合较好。验证了计算方法是合理可行的。

关 键 词:比奥固结理论  有限单元法  堆载预压  塑料排水板  等效砂墙
文章编号:1000-7598-(2003)02-0307-04
修稿时间:2002-04-30

Application of Biot''s consolidation theory to improving soft ground by preloading method
XU Shu-ping,LIU Zu-de. Application of Biot''s consolidation theory to improving soft ground by preloading method[J]. Rock and Soil Mechanics, 2003, 24(2): 307-310
Authors:XU Shu-ping  LIU Zu-de
Affiliation:1.Wuhan Central Institute of Geotechnical Investigation, Wuhan 430080, China; 2. School of Civil and Architectural Engineering, Wuhan University, Wuhan 430072, China
Abstract:A method, drainage with plastic board, was used to improve the soft ground by preloading method for a row material site of a certain steel-iron factory at the bank of the Yangtze river; and it has yielded good results. In this paper,FEM of Biot’s consolidation theory is applied to calculate the consolidation of foundation. The plastic board is rationally simplified to equivalent sand-wall. The measured results are favorably coincident with the numerical results; and that verifies feasibility of the computational method.
Keywords:Biot’s consolidation theory  FEM  preloading method  plastic drainage board  equivalent sand-wall.
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