Constant rate of displacement test on ultra-soft soil

被引:10
|
作者
Bo, M. W. [1 ]
Wong, K. S. [2 ]
Choa, V.
机构
[1] DST Consulting Engineers Inc, Toronto, ON, Canada
[2] Nanyang Technol Univ, Sch Civil & Struct Engn, Singapore, Singapore
关键词
geotechnical engineering; mathematical modelling;
D O I
10.1680/geng.2008.161.3.129
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The step-loading consolidation test with hydraulic Rowe cell on ultra-soft soil takes several weeks to obtain a complete e-log sigma(v)' curve. An alternative method is to conduct the test at a constant rate of strain. This test can be carried out with the hydraulic Rowe cell by pumping water into the diaphragm cell at a constant rate of volume. A series of tests were carried out at various strain rates. A method is proposed for the selection of a suitable strain rate based on the estimated compression index. The best strain rate for the soil used in this study is 0.01%/min. The various compression indices at the different log-cycles can be determined from the e-log sigma(v)' curve obtained from this test. The large-strain coefficient of consolidation and permeability at various times and stresses can also be obtained, because the settlement and pore pressure are measured during the test.
引用
收藏
页码:129 / 135
页数:7
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