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天津港真空预压法软基处理监测及检测效果分析
引用本文:张书杰,曹胜敏,李昭.天津港真空预压法软基处理监测及检测效果分析[J].港工技术,2014(3):65-67.
作者姓名:张书杰  曹胜敏  李昭
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:天津港陆域真空预压施工过程中对地表沉降、分层沉降、孔隙水压力等进行监测。采用双曲线法推算固结度,提供卸载依据;分析原海底以下土层沉降量,得到原海底以下土层沉降量占总沉降量的31.9%;由孔隙水压力消散规律了解软基的加固机理;真空预压前后进行钻探取土室内土工试验及现场十字板剪切试验,分析各土层物理力学指标及十字板强度的变化情况,对地基处理效果进行评价。

关 键 词:天津港  真空预压  监测  检测

Analysis of Monitoring and Detection Effect for Soft Base Reinforced by Using Vacuum Preloading Method in Tianjin Port
Zhang Shujie,Cao Shengmin,Li Zhao.Analysis of Monitoring and Detection Effect for Soft Base Reinforced by Using Vacuum Preloading Method in Tianjin Port[J].Port Engineering Technology,2014(3):65-67.
Authors:Zhang Shujie  Cao Shengmin  Li Zhao
Institution:(CCCC First Harbor Consultants Co., Ltd., Tianjin 300222, China)
Abstract:The ground settlement,layered settlement and pore water pressure has been monitored during the vacuum preloading construction Tianjin Port land area. Dual-curve method is used to calculate the degree of consolidation,provide unloading basis and analyse the settlement of the layer under original seabed. The analysis results show that the above mentioned settlement accounts for 31.9% of the total settlement. The mechanism of soft base reinforcement has been realized through the dissipation law of pore water pressure;Before and after the vacuum preloading construction,bore-hole sampling,indoor geotechnical test and field vane shear test are carried out in order to analyze the physical and mechanical indices of soil layers and the change of vane strength,and evaluate the soft base reinforcement effect.
Keywords:Tianjin Port  vacuum preloading method  monitoring  detection
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