Reliability-Based Performance of Embankments Improved with Deep Mixing Considering Spatial Variability of Material Properties-Reference-Cited by-同舟云学术

Reliability-Based Performance of Embankments Improved with Deep Mixing Considering Spatial Variability of Material Properties

Published:2018-12 Issue:4 Volume:4 Page:04018035
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/AJRUA6.0000987

Reference34 articles.

1. Al-Naqshabandy M. S. N. S. Bergman and S. Larsson. 2012a. “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.

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

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

4. Andromalos K. B. Y. A. Hegazy and B. H. Jasperse. 2000. “Stabilization of soft soils by soil mixing.” In Proc. Soft Ground Technology Conf. Noordwijkerout Netherlands: United Engineering Foundation and ASCE Geo-Institute.

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

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