Effect of Uncertainties of Improved Soil Shear Strength on the Reliability of Embankments-Reference-Cited by-同舟云学术

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

Published:2013-04 Issue:4 Volume:139 Page:619-632
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Al-Naqshabandy Mohammed Salim¹,Larsson Stefan²

Affiliation:

1. Ph.D. Student, Dept. of Civil and Architectural Engineering/Soil and Rock Mechanics, KTH Royal Institute of Technology, SE-100 44 Stockholm, Sweden (corresponding author).

2. Professor, Dept. of Civil and Architectural Engineering/Soil and Rock Mechanics, KTH Royal Institute of Technology, SE-100 44 Stockholm, Sweden.

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.1943-5606.0000798

Reference62 articles.

1. Åhnberg H. (2006). “Strength of stabilised soils: A laboratory study on clays and organic soils stabilised with different types of binder.” Ph.D. thesis Lund Univ. Lund Sweden.

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

3. Risk analysis of slopes and its application to slopes in Canadian sensitive clays

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