Laboratory and in situ studies on a compacted clayey silt fill

被引:2
|
作者
Almeida, Marcio S. S. [1 ]
Rios Filho, Marcelo G. [1 ]
Futai, Marcos M. [2 ]
Riccio Filho, Mario [1 ]
机构
[1] Univ Fed Rio de Janeiro, COPPE, Grad Sch Engn, BR-21945 Rio De Janeiro, Brazil
[2] Univ Sao Paulo, Polytech Sch, BR-05508 Sao Paulo, Brazil
关键词
embankments; field testing & monitoring; geotechnical engineering; SOIL; STRENGTH; BEHAVIOR;
D O I
10.1680/geng.10.00050
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper presents laboratory and in situ studies carried out on a 200 000 m(3) large clayey silt compacted embankment. Laboratory studies carried out on undeformed block samples included index tests, strength tests and water retention curves using the filter paper technique. Grain size analyses with and without a deflocculating agent clearly showed the existence of grain clusters, which appear to be naturally formed. Field instrumentation installed at depths from 0.25 m to 1.0 m included tensiometers, equitensiometers, time domain reflectometry and geothermometers. Pluviometer data from a nearby weather station are also used to analyse the field data. The ranges of water content and suction values were measured, both of which correlated well with the pluviometer data. The water retention curves including laboratory and field data showed a bimodal shape, consistent with the presence of microand macropores shown in the grain size analysis.
引用
收藏
页码:107 / 119
页数:13
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