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Publications tagged with [lime]

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This paper presents the influence of lime, in the range of 0–13%, on the compaction behaviour of soils with wide range of plasticity characteristics (i.e. liquid limit varying from 45% to 460% and plastic limit 26% to 53.7%). The test results indicate that ...
Reference: IGC 2009, Guntur, INDIA
<p>One of the most pressing needs for research in the geotechnical area is on the issue of the use of marginal soils (e.g. silts, soft rock, etc.) for fills and as backfill material for walls and bridge abutments. The lack of availability of higher quality ...
Reference: Washington State University Department of Civil & Environmental Engineering Pullman, WA 99164-2910
<p>Unconfined compression tests are normally carried out on lime treated soft clays with variation of the additive content and curing time. These studies were valuable in having a good understanding on the strength of the treated clays. In this paper, some ...
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