Numerical Modeling of an Embankment over Soft Ground Improved with Deep Cement Mixed Columns: Case History-Reference-Cited by-同舟云学术

Numerical Modeling of an Embankment over Soft Ground Improved with Deep Cement Mixed Columns: Case History

Published:2014-11 Issue:11 Volume:140 Page:04014062
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Yapage N. N. S.¹,Liyanapathirana D. S.²,Kelly R. B.³,Poulos H. G.⁴,Leo C. J.⁵

Affiliation:

1. Ph.D. Candidate, School of Computing, Engineering and Mathematics, Univ. of Western Sydney, Locked Bag 1797, Penrith, NSW 2751, Australia.

2. Associate Professor in Geotechnical Engineering, School of Computing, Engineering and Mathematics, Univ. of Western Sydney, Locked Bag 1797, Penrith, NSW 2751, Australia (corresponding author).

3. Principal Geotechnical Engineer, Coffey Geotechnics Pty Ltd., Level 19, Tower B, Citadel Tower 799, Pacific Hwy., Chatswood, NSW 2067, Australia.

4. Senior Principal, Coffey Geotechnics Pty Ltd., Level 19, Tower B, Citadel Tower 799, Pacific Hwy., Chatswood, NSW 2067, Australia.

5. Associate Professor in Geotechnical Engineering, School of Computing, Engineering and Mathematics, Univ. of Western Sydney, Locked Bag 1797, Penrith, NSW 2751, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001165

Reference31 articles.

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2. Comparison of Different Two-Dimensional Idealizations for a Geosynthetic-Reinforced Pile-Supported Embankment

3. Axelsson M. and Rehnman S. E. (1999). “Field methods for quality control at the dry jet mixing method.” Proc. Int. Conf. on Dry Mix Methods for Deep Soil Stabilization H. Brendenberg G. Holm and B. B. Broms eds. Balkema Rotterdam Netherlands 303–310.

4. Deep soil mixing used to reduce embankment settlement

5. Geosynthetic-reinforced and jet grout column-supported embankments on soft soils: Numerical analysis and parametric study

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