Author： Sultanov K.S.
Publisher： Springer Publishing Company
ISSN： 0038-0741
Source： Soil Mechanics and Foundation Engineering, Vol.39, Iss.3, 2002-05, pp. : 81-84
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Abstract
Results are presented for numerical solutions of the nonunidimensional problem of determining the slump-type deformations of a soil mass subject to uniform wetting. An equation that we developed for the state of the soil, which accounts for variation in the stress-strain state as the soil is wetted, is used here. Results of calculations are compared with test results, and their satisfactory agreement is attained; this confirms the validity of use of the proposed soil model in similar problems.
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