Significance of Spatial Variability of Deep Cement Mixed Columns on Reliability of Column-Supported Embankments-Reference-Cited by-同舟云学术

Significance of Spatial Variability of Deep Cement Mixed Columns on Reliability of Column-Supported Embankments

Published:2019-08 Issue:8 Volume:19 Page:04019087
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wijerathna Manasi¹,Liyanapathirana D. S.²

Affiliation:

1. Ph.D. Candidate, School of Computing, Engineering and Mathematics, Western Sydney Univ., Penrith, NSW 2751, Australia.

2. Associate Professor, School of Computing, Engineering and Mathematics, Western Sydney Univ., Penrith, NSW 2751, Australia (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001473

Reference52 articles.

1. Two-dimensional deep-seated slope stability analysis of embankments over stone column-improved soft clay

2. Strength variability in lime-cement columns based on cone penetration test data

3. Al-Naqshabandy S. N. Bergman and S. Larsson. 2012b. “Effect of spatial variability of the strength properties in lime-cement columns on embankment stability.” In Proc. 4th Int. Conf. on Grouting and Deep Mixing 231–242. Reston VA: ASCE.

4. Effect of Uncertainties of Improved Soil Shear Strength on the Reliability of Embankments

5. Andromalos K. B. Y. A. Hegazy and B. H. Jasperse. 2000. “Stabilization of soft soils by soil mixing.” In Proc. Soft Ground Technology Conf. Reston VA: ASCE.

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