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沉降预测方法在软基处理过程中的应用
引用本文:李治朋,张宇亭.沉降预测方法在软基处理过程中的应用[J].勘察科学技术,2012(2):22-24,38.
作者姓名:李治朋  张宇亭
作者单位:交通运输部天津水运工程科学研究所 天津市300456
基金项目:天津滨海新区"十大战役"重大科技项目
摘    要:该文首先对固结度及沉降计算的常用方法进行简单的介绍,然后结合工程实例对双曲线法和三点法计算固结度和沉降预测做了对比分析.得出在真空预压处理软土地基时,运用双曲线法计算的固结度较三点法偏小,两种方法所得沉降预测曲线与实测曲线均吻合较好,三点法对工后沉降预测计算结果较小.因此,不同计算方法运用时应谨慎选择.

关 键 词:固结度  沉降  双曲线法  三点法  地基

Application of Settlement Prediction Method in Soft Foundation Treatment
Li Zhipeng , Zhang Yuting.Application of Settlement Prediction Method in Soft Foundation Treatment[J].Site Investigation Science and Technology,2012(2):22-24,38.
Authors:Li Zhipeng  Zhang Yuting
Affiliation:Li Zhipeng Zhang Yuting(Tianjin Research Institute for Water Transport Engineering,M.O.T.)
Abstract:First the common method of calculating consolidation degree and settlement is briefly introduced,then the consolidation degree and settlement prediction calculated by hyperbola method and three?point method is comparatively analysis combined with project examples.The conclusions are obtained that consolidation degree calculated by hyperbola method is smaller than that by three?point method in vacuum preloading on treating soft foundation,the settlement prediction curve by two methods and measured curve are well accorded,the settlement prediction results post construction calculated by three?point method is smaller.Choice should be carefully made when using different calculation methods.
Keywords:consolidation degree  settlement  hyperbola method  three?point method  foundation
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