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A new apparatus for the measurement of swelling pressure under constant volume condition

  • C. S. Tang
  • , A. M. Tang
  • , Y. J. Cui
  • , P. Delage
  • , E. Delaure

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Résumé

A new constant volume cell was developed, allowing the measurement of swelling pressure without any strain adjustment and any effect of the stiffness of the testing device. By employing this new cell, the swelling behavior of compacted soil specimen under different suctions (57, 38, 9 and 0 MPa) was investigated. The results show good repeatability, indicating the reliability of the new cell and validating the test procedures adopted. Moreover, the developed cell is quite convenient to study the long-term swelling behavior of soil since no load adjustment is necessary. The obtained results show that, during the progressive wetting by applying successively the suctions of 57, 39, 9 and 0 MPa, the swelling pressure increases to 0.17, 0.31, 0.46 and 0.89 MPa, respectively. The swelling pressure and the time required to reach equilibrium are function of suction. Vapour-wetting and water-wetting show different hydration mechanisms and result in different swelling behavior: the swelling pressure develops slowly and gradually to finally reach stabilization upon vapour-wetting, while it increases quickly to a peak value and followed by a small decrease upon water-wetting.

langue originaleAnglais
titreEngineering Geology for Society and Territory - Volume 6
Sous-titreApplied Geology for Major Engineering Projects
EditeurSpringer International Publishing
Pages489-492
Nombre de pages4
ISBN (Electronique)9783319090603
ISBN (imprimé)9783319090597
Les DOIs
étatPublié - 1 janv. 2015
Modification externeOui

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