An apparatus for the plastic limit and workability of soils

被引:28
|
作者
Barnes, G. E. [1 ]
机构
[1] Graham Barnes Consultancy, Manchester, Lancs, England
关键词
geotechnical engineering; strength & testing of materials;
D O I
10.1680/geng.2009.162.3.175
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
An apparatus is described that replicates Atterberg's rolling technique for the determination of the plastic limit of soils by detecting the brittle-plastic transition. There is much less operator interference, and judgement of the crumbling condition is practically eliminated. In addition, by means of a loading device, stresses are applied during rolling, the diameter is measured for each rolling traverse, and plots of stress against strain are derived. The workability or toughness of the soil is determined as the product of stress and strain, or work/unit volume, for soil threads prepared at moisture contents ranging from near the sticky limit through the workable plastic region to the brittle state. From the results an abrupt brittle-plastic transition is found, allowing the plastic limit to be defined as the moisture content at this transition. Good relationships between toughness and moisture content are obtained, from which the maximum toughness T(max) at the plastic limit can be derived together with other potentially useful properties such as the toughness limit w(T), the moisture content at zero toughness, the toughness coefficients T(C), the gradients of the relationships, the toughness index, the workability index and the stiffness transition.
引用
收藏
页码:175 / 185
页数:11
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