Skip to main content
placeholder image

Internal erosional behaviour of lignosulfonate treated dispersive clay

Conference Paper


Download full-text (Open Access)

Abstract


  • Internal erosional behaviour of lignosulfonate treated dispersive clay has been studied using the Process Simulation Apparatus for Internal Crack Erosion (PSAICE) designed and built at UOW. Effectiveness of lignosulfonate treated dispersive clay on the erosion resistance has been investigated and its advantage over traditional admixtures is presented. Test results show that the hydraulic shear stress increases with increase in the amount of lignosulfonate. In addition, the micro-chemical analysis has been carried out using FTIR. Based on the Fourier Transform Infrared (FTIR) Spectroscopy results a stabilization mechanism has been proposed for lignosulfonate treated dispersive soil.

UOW Authors


  •   Jayan Sylaja, Vinod
  •   Indraratna, Buddhima (external author)
  •   Al Mahamud, Md. Abdullah (external author)

Publication Date


  • 2010

Citation


  • Vinod, J. J S., Indraratna, B. & Mahamud, M. A. A. (2010). Internal erosional behaviour of lignosulfonate treated dispersive clay. In C. Leung, J. Chu & R. Shen (Eds.), Ground Improvement Technologies and Case Histories: ISGI09 (pp. 549-554). Research Publishing.

Scopus Eid


  • 2-s2.0-78149391886

Ro Full-text Url


  • http://ro.uow.edu.au/cgi/viewcontent.cgi?article=1950&context=engpapers

Ro Metadata Url


  • http://ro.uow.edu.au/engpapers/913

Has Global Citation Frequency


Start Page


  • 549

End Page


  • 554

Abstract


  • Internal erosional behaviour of lignosulfonate treated dispersive clay has been studied using the Process Simulation Apparatus for Internal Crack Erosion (PSAICE) designed and built at UOW. Effectiveness of lignosulfonate treated dispersive clay on the erosion resistance has been investigated and its advantage over traditional admixtures is presented. Test results show that the hydraulic shear stress increases with increase in the amount of lignosulfonate. In addition, the micro-chemical analysis has been carried out using FTIR. Based on the Fourier Transform Infrared (FTIR) Spectroscopy results a stabilization mechanism has been proposed for lignosulfonate treated dispersive soil.

UOW Authors


  •   Jayan Sylaja, Vinod
  •   Indraratna, Buddhima (external author)
  •   Al Mahamud, Md. Abdullah (external author)

Publication Date


  • 2010

Citation


  • Vinod, J. J S., Indraratna, B. & Mahamud, M. A. A. (2010). Internal erosional behaviour of lignosulfonate treated dispersive clay. In C. Leung, J. Chu & R. Shen (Eds.), Ground Improvement Technologies and Case Histories: ISGI09 (pp. 549-554). Research Publishing.

Scopus Eid


  • 2-s2.0-78149391886

Ro Full-text Url


  • http://ro.uow.edu.au/cgi/viewcontent.cgi?article=1950&context=engpapers

Ro Metadata Url


  • http://ro.uow.edu.au/engpapers/913

Has Global Citation Frequency


Start Page


  • 549

End Page


  • 554