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多级加载作用下竖井地基固结分析
引用本文:蔡袁强,耿雪玉.多级加载作用下竖井地基固结分析[J].温州大学学报(自然科学版),2007,28(1):41-48.
作者姓名:蔡袁强  耿雪玉
作者单位:1. 温州大学,浙江温州,325035;浙江大学岩土工程研究所,浙江杭州,310027
2. 浙江大学岩土工程研究所,浙江杭州,310027
摘    要:利用Laplace变换的方法,给出了在任意多级加载作用下,并综合考虑了竖井地基的井阻和涂抹作用下频域内固结解。通过Laplace逆变换,结合具体算例对影响竖井地基固结的主要影响因素进行了详细分析,并与已有结果进行了比较。结果表明,利用本文方法对任意多级加载的情况可以方便求解,而且计算过程简单,计算速度快,精度高。

关 键 词:竖井地基  固结  Laplace变换  变荷载
文章编号:1006-0375(2007)01-0009-08
修稿时间:2006年1月14日

Soil Consolidation with Partially Penetrated Vertical Drains under Multi-ramp Loadings
CAI Yuanqiang,GENG Xueyu.Soil Consolidation with Partially Penetrated Vertical Drains under Multi-ramp Loadings[J].Journal of Wenzhou University Natural Science,2007,28(1):41-48.
Authors:CAI Yuanqiang  GENG Xueyu
Abstract:The general solution in the Laplace transform field for the consolidation of soil with vertical drains considering well resistance and the smear action under multi-ramp time-dependent loadings was derived.Then by the Laplace inversion the average degree of consolidation of the vertical drain under multi-ramp time-dependent loadings could be calculated.According to numerical examples,the influences of parameters of vertical drains were investigated;and it seems that the method of this paper is particularly efficient and convenient for solving engineering practice
Keywords:Ground with vertical drain  Consolidation  Laplace transform  Time-dependent loading
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