Published July 11, 2020 | Version v1

INFLUENCE OF WATER CONTENT ON SHEAR STRENGTH OF FINE SOILS AT HOUEYOGBE IN BENIN

  • 1. Laboratory of Applied Energetics and Mechanics (LEMA), EPAC, UAC, 01 BP 2009 Cotonou, Benin.
  • 2. National University of Science Technology Engineering and Mathematics, Abomey, Benin.
  • 3. Laboratory of Water Technical Sciences, University of Abomey-Calavi, Benin.

Description

The phenomenon of shrinkage and swelling of fine soils is the cause of several disorders on the structures. Researchers are mainly interested in designing economical foundations that can cope with settlement and swelling movements in these soils. The objective of this study is to study the variation in the permissible stress of fine soils in the locality of Houeyogbe in south-western Benin as a function of moisture content. To accomplish this, we conducted several physical and direct shear tests on fine soil samples collected in the study area, the results of which were used to assess the influence of moisture content. The study of the variation in shear strength of these soils shows that the allowable stress decreases with increasing moisture content. It is therefore imperative to take this parameter into account when dimensioning infrastructures built on these soils.

 

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