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Chapter

Testing for coefficient of permeability of a sandy soil in the residual state zone

Chapter

Testing for coefficient of permeability of a sandy soil in the residual state zone

DOI link for Testing for coefficient of permeability of a sandy soil in the residual state zone

Testing for coefficient of permeability of a sandy soil in the residual state zone book

Testing for coefficient of permeability of a sandy soil in the residual state zone

DOI link for Testing for coefficient of permeability of a sandy soil in the residual state zone

Testing for coefficient of permeability of a sandy soil in the residual state zone book

ByN. Ebrahimi-Birang, D.G. Fredlund & L. Samarasekera
BookUnsaturated Soils. Advances in Geo-Engineering

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Edition 1st Edition
First Published 2008
Imprint CRC Press
Pages 6
eBook ISBN 9780429207211

ABSTRACT

The soil-water characteristic curve for Beaver Creek Sand and details of the evaporation tests procedure are presented in the following sections.

3.1 Soil used

The Beaver Creek sand was used in this research study. The sand was air dried, passed through the sieve #10 (2 mm) and washed thoroughly in order to minimize the amount of salt. Then the properties of the soil were measured. Table 1 summarizes some of the properties of the Beaver Creek Sand. The soil will be referred to as ‘‘Sand’’ throughout the paper.

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