Observational settlement prediction of vertical-drained ground by method of least square

被引：0

作者：

Xie, XY ^{[1
]}

Zhu, XR ^{[1
]}

Zhao, Y ^{[1
]}

Pan, QY ^{[1
]}

机构：

[1] Zhejiang Univ, Dept Civil Engn, Hangzhou 310027, Peoples R China

来源：

COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 1 | 1997年

关键词：

D O I：

暂无

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

The hyperbolic and exponential curves fitting methods are extended to the case of consolidation of vertical-drained ground in this paper. The method of least square is introduced to predict the final settlement, immediate settlement and consolidation parameters (alpha and beta) of soft clay foundation by vertical drains using settlement records. This method will provide an effective and practical means of monitoring the progress of consolidation in field applications using vertical drain and surcharge.

引用

页码：369 / 374

页数：6

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