ISSN:
1573-9279
Source:
Springer Online Journal Archives 1860-2000
Topics:
Architecture, Civil Engineering, Surveying
,
Geosciences
Notes:
Abstract To raise the accuracy of determining seepage properties of clay soils, characterized by the coefficient of permeability, the authors, in conducting an experiment, significantly increased the cross-sectional area of the specimen being tested and raised the flow rate of seepage water. As a result, the duration of compaction of these soils was calculated more precisely.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1007/BF01743526
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