Stability and Stress-Deformation Analyses of Reinforced Slope Failure at Yeager Airport-Reference-Cited by-同舟云学术

Stability and Stress-Deformation Analyses of Reinforced Slope Failure at Yeager Airport

Published:2021-03 Issue:3 Volume:147 Page:04020179
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Collin James G.¹,Stark Timothy D.²^ORCID,Lucarelli Augusto³,Taylor Thomas P.⁴^ORCID,Berg Ryan R.⁵^ORCID

Affiliation:

1. President, Collin Group, 7445 Arlington Rd., Bethesda, MD 20184.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N. Mathews Ave., Urbana, IL 61801 (corresponding author). ORCID: .

3. Principal, Itasca Consulting Group, Inc., 111 3rd Ave. South, Suite 450, Minneapolis, MN 55401.

4. Civil Engineering Consultant, Ground Improvement Systems, LLC 2301 Poplar LN Colleyville, TX 76034. ORCID: .

5. President, Ryan R Berg & Associates, 2190 Leyland Alcove, Woodbury, MN 55125-3504. ORCID: .

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.1943-5606.0002454

Reference18 articles.

1. Akhtar K. and T. D. Stark. 2017. “Importance of side resistance in a 3D stability analysis.” In Geotechnical Frontiers 2017: Walls and Slopes Geotechnical Special Publication 278 edited by T. L. Brandon and R. J. Valentine 285–293. Reston VA: ASCE.

2. Arellano W. D. and T. D. Stark. 2000. “Importance of three-dimensional slope stability analyses in practice.” In Slope Stability 2000: Proc. Sessions of Geo-Denver Geotechnical Special Publication 101 edited by D. V. Griffiths G. A. Fenton and T. R. Martin 18–32. Reston VA: ASCE.

3. Berg R. R. V. E. Chouery-Curtis and C. H. Watson. 1989. “Critical failure planes in analysis of reinforced slopes.” In Proc. Geosynthetics ′89 Conf. 269–278. San Diego: Industrial Fabrics Association International.

4. Case history on failure of a 67 M tall reinforced soil slope

5. Three-Dimensional Asymmetrical Slope Stability Analysis Extension of Bishop’s, Janbu’s, and Morgenstern–Price’s Techniques

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