Framework for the Development of Strain-Based Ultimate Performance Limit State Criterion for the Stability of Earthen Embankments-Reference-Cited by-同舟云学术

Framework for the Development of Strain-Based Ultimate Performance Limit State Criterion for the Stability of Earthen Embankments

Published:2022-04 Issue:4 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Jadid Rowshon¹^ORCID,Montoya Brina M.²,Gabr Mohammed³^ORCID

Affiliation:

1. Research Assistant, Dept. of Civil, Construction and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695. ORCID: .

2. Associate Professor, Dept. of Civil, Construction and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695.

3. Distinguished Professor, Dept. of Civil, Construction and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002754

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5. Bennett V. C. Jones D. Bekaert J. Bond A. Helal J. Dudas M. Gabr and T. Abdoun. 2017. “Deformation monitoring for the assessment of Sacramento Delta Levee performance.” In Geo-Risk 2017 22–31. Reston VA: ASCE.