MATERIAL BEHAVIOUR AND CONSTITUTIVE MODELLING OF ORGANIC SOILS

被引:0
|
作者
Mathijssen, Francois [1 ]
Boylan, Noel [1 ]
Molenkamp, Frans [1 ]
Leroueil, Serge [1 ]
Long, Michael [1 ]
机构
[1] Royal Boskalis Westminster Nv Delft Univ Technol, NL-3350 AA Papendrecht, Netherlands
来源
关键词
organic soils; material behaviour; constitutive modelling; fibres; anisotropy; PEAT; CONSOLIDATION; PRINCIPLE; STRESS; CREEP;
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
This paper presents a historical overview of the developments in the understanding of the material behaviour of organic soil. The main areas of uncertainty and implications on the resulting design of embankment construction and reclamations are presented. Due to the complex and heterogeneous nature of organic soils, the uncertainty of the correlations between in-situ, laboratory measurements and field observations is larger when compared to clay and sand. The reliability of geotechnical designs on organic soils could be improved when advanced coupled constitutive models, including fibre reinforcing effects, are used to back-analyse data, resulting from advanced in-situ and laboratory tests, thus reducing the risks involved.
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页数:20
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