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State Equations for Soils Prone to Slump-Type Settlement with Allowance for Degree of Wetting

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

Equations of state of soils prone to slump-type settlement, which take into account the degree of wetting in the initial stage, are developed on the basis of familiar models of the deformation of continua. Moreover, parameters characterizing the strength characteristics (indicators) of the soils are treated as functions dependent on degree of wetting.

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Authors and Affiliations

  1. Soil Dynamics Laboratory, Institute of the Mechanics and Earthquake Resistance of Structures, Academy of Sciences of the Republic of Uzbekistan, Russia

    K. S. Sultanov & B. É. Khusanov

Authors
  1. K. S. Sultanov
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  2. B. É. Khusanov
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Sultanov, K.S., Khusanov, B.É. State Equations for Soils Prone to Slump-Type Settlement with Allowance for Degree of Wetting. Soil Mechanics and Foundation Engineering 38, 80–86 (2001). https://doi.org/10.1023/A:1017942731297

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