Discussion of “Numerical Modeling of Geotextile-Reinforced Embankments over Deep Cement Mixed Columns Incorporating Strain-Softening Behavior of Columns” by N. N. S. Yapage, D. S. Liyanapathirana, H. G. Poulos, R. B. Kelly, and C. J. Leo-Reference-Cited by-同舟云学术

Discussion of “Numerical Modeling of Geotextile-Reinforced Embankments over Deep Cement Mixed Columns Incorporating Strain-Softening Behavior of Columns” by N. N. S. Yapage, D. S. Liyanapathirana, H. G. Poulos, R. B. Kelly, and C. J. Leo

Published:2015-08 Issue:4 Volume:15 Page:07014008
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Larsson Stefan¹,Åhnberg Helen²,Ignat Razvan³,Baker Sadek⁴

Affiliation:

1. Professor, Dept. of Civil and Architectural Engineering, KTH Royal Institute of Technology, SE-100 44 Stockholm, Sweden (corresponding author).

2. Research and Consulting Engineer, Swedish Geotechnical Institute (SGI), SE-581 93 Linköping, Sweden.

3. Senior Geotechnical Engineer, Skanska Sverige AB, Warfvinges väg 25, SE-112 74 Stockholm, Sweden.

4. Geotechnical Specialist, Skanska Sverige AB, Warfvinges väg 25, SE-112 74 Stockholm, Sweden.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000459

Reference33 articles.

1. Adams T. E. (2011). “Stability of levees and floodwalls supported by deep-mixed shear walls: Five case studies in the New Orleans area.” Ph.D. thesis Virginia Tech Blacksburg VA.

2. Effects of back pressure and strain rate used in triaxial testing of stabilised organic soils and clays;Åhnberg H.;Geotech. Test. J.,2004

3. Consolidation stress effects on the strength of stabilised Swedish soils

4. On yield stresses and the influence of curing stresses on stress paths and strength measured in triaxial testing of stabilized soils