Influence of water and sand content on adhesion of clayey soils

Authors

  • Akbar Cheshomi Department of Structural and Engineering Geology, School of Geology, College of Science, University of Tehran, Iran
  • Mohammad Ghafoori Department of Geology and Engineering Geology, Ferdowsi University of Mashhad, Iran
  • Younes Karami Aznadaryani Department of Structural and Engineering Geology, School of Geology, College of Science, University of Tehran, Iran
Abstract:

Clogging occurs during mechanical tunneling with a Tunnel Boring Machine (TBM) because of adhesion of clayey soils to the cutterhead and conveyor system. The present study examined the effects of water and sand contents on clogging in Montmorillonite clayeysoil. Testing was carried out using an adhesion test device on 28 samples with different water and sand contents to determine adhesionstress and degree of clogging. The results indicate that the consistency index (Ic) of the samples decreases as the sand and watercontent increases. The results for variation of adhesion stress versus water content at different sand contents formed similar bellshapedcurves. In all graphs, an increase in sand content decreased adhesion stress. Adhesion stress increased until the water contentincreased to 138%, at which point it began to decrease. The results show that adhesion of the soil to the surface of the metal piston didnot occur in samples having a sand content of >40% and in samples with >133% water content having a sand content of 0.5adhesion occurred.

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Journal title

volume 5  issue 1

pages  55- 62

publication date 2015-03-01

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