Estimation of undrained behavior of sand from self-boring pressuremeter tests

被引：0
|
作者：
Roy, D [1 ]
Campanella, RG [1 ]
Byrne, PM [1 ]
Hughes, JMO [1 ]
机构：
[1] Univ British Columbia, Dept Civil Engn, Vancouver, BC, Canada
来源：
PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 1: TECHNICAL PAPERS | 1997年
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D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
An analytical procedure for estimation of undrained behavior of sand using self-boring pressuremeter data has been proposed. Data from two sites have been analyzed following the procedure to predict the mechanical behavior of axially symmetric elements. For validation of the procedure the predicted axisymmetric response was compared with the triaxial test data on undisturbed (frozen) samples.
引用
收藏
页码：189 / 192
页数：4
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