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真空预压浅层加固地基的破坏状态分析
引用本文:魏芸,陈占峰.真空预压浅层加固地基的破坏状态分析[J].港工技术,2012,49(2):56-58.
作者姓名:魏芸  陈占峰
作者单位:中交第一航务工程勘察设计院有限公司,天津,300222
摘    要:根据天津港某项目软基加固的工程地质勘察资料,运用数值模拟方法分析在条形荷载作用下,浅层和深层加固地基基坑底部的允许承载力、沉降特性和破坏状态,探讨将真空预压浅层加固技术应用于本工程的可行性,并提出合理化建议,可供类似的软基加固工程参考。

关 键 词:真空预压  浅层加固  数值模拟  允许承载力  破坏状态

Analysis of Damage Way of Vacuum Preloading Shallow Reinforced Foundation
Wei Yun , Chen Zhanfeng.Analysis of Damage Way of Vacuum Preloading Shallow Reinforced Foundation[J].Port Engineering Technology,2012,49(2):56-58.
Authors:Wei Yun  Chen Zhanfeng
Institution:(CCCC First Harbor Consultants Co., Ltd., Tianjin 300222, China)
Abstract:In order to answer the question that which situation is suitable for the vacuum preloading shallow reinforcement technology, based on an engineering geological investigation data in Tianjin Port, the bearing capacity, settlement characteristics and damage way of vacuum preloading shallow reinforcement technique and deep reinforcement technique are analyzed using numerical method. It proposed how to apply the vacuum preloading shallow technique reasonably.
Keywords:vacuum preloading  shallow reinforcement  numerical simulation  bearing capacity  damage way
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