Some factors affecting compacted clay swelling
作者:
A. Yevnin,
D. Zaslavsky,
期刊:
Canadian Geotechnical Journal
(NRC Available online 1970)
卷期:
Volume 7,
issue 1
页码: 79-91
ISSN:0008-3674
年代: 1970
DOI:10.1139/t70-008
出版商: NRC Research Press
数据来源: NRC
摘要:
Volume change after saturation was determined on specimens of a statically compacted clay soil. It was found that density after swelling increases linearly with increasing initial density, initial moisture content, and increasing logarithm of applied loading pressure. An empirical equation with five coefficients and a constant, found with the aid of a computer, represents the results with a coefficient of correlation close to 1. An equation for the swelling pressure was also obtained from this equation. Results of specimens which consolidated did not fit the lines obtained for swelling. The relationships obtained were explained by the influence of particle reorientation and moisture content on swelling tendency.
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