CONSOLIDATION OF GROUND WITH PARTIALLY PENETRATED VERTICAL DRAINS
CONSOLIDATION OF GROUND WITH PARTIALLY PENETRATED VERTICAL DRAINS
复制标题
DOI：
--
复制
发表时间：
1998-12
影响因子：
0.3
通讯作者：
Xiaowu Tang;K. Onitsuka
中科院分区：
文献类型：
--
作者：
Xiaowu Tang;K. Onitsuka
由于问题的复杂性，未打穿竖井地基的固结问题过去仅采用数值方法进行分析。为便于实际应用，提出了一些简单的近似方法.本文提出了未打穿竖井地基固结问题的半解析解，并编制了简单的计算程序。讨论了现有的近似计算方法，分析了井阻和贯入度对未打穿竖井地基固结的影响。
Due to the complex nature of the problem, the consolidation of ground with partially penetrated vertical drains in the past have been analyzed only by the numerical method. For practical application, some simple approximate methods have been developed. A semi-analytical solution for consolidation of ground with partially penetrated vertical drains is presented in this paper with a simple calculation program. The existing approximate methods are discussed and the influences of well resistance and penetration fraction on the consolidation of ground with partially penetrated vertical drains are shown.