Development of a Multiphase Numerical Modeling Approach for Hydromechanical Behavior of Clay Embankments Subject to Weather-Driven Deterioration-Reference-Cited by-同舟云学术

Development of a Multiphase Numerical Modeling Approach for Hydromechanical Behavior of Clay Embankments Subject to Weather-Driven Deterioration

Published:2023-08 Issue:8 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Morsy Amr M.¹^ORCID,Helm Peter R.²^ORCID,El-Hamalawi Ashraf³^ORCID,Smith Alister³^ORCID,Hughes Paul N.⁴,Stirling Ross A.⁵^ORCID,Dijkstra Tom A.⁶^ORCID,Dixon Neil⁷,Glendinning Stephanie⁸

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering and Construction Engineering Management, California State Univ. Long Beach, Long Beach, CA 90840 (corresponding author). ORCID: .

2. Research Associate, School of Engineering, Newcastle Univ., Newcastle upon Tyne NE1 7RU, UK. ORCID:

3. Reader, School of Architecture, Building and Civil Engineering, Loughborough Univ., Loughborough LE11 3TU, UK. ORCID:

4. Associate Professor, Dept. of Engineering, Durham Univ., Durham DH1 3LE, UK.

5. Senior Lecturer, School of Engineering, Newcastle Univ., Newcastle upon Tyne NE1 7RU, UK. ORCID:

6. Senior Lecturer, School of Architecture, Building and Civil Engineering, Loughborough Univ., Loughborough LE11 3TU, UK. ORCID:

7. Emeritus Professor, School of Architecture, Building and Civil Engineering, Loughborough Univ., Loughborough LE11 3TU, UK.

8. Professor and Pro Vice Chancellor, Faculty of Science, Agriculture and Engineering, Newcastle Univ., Newcastle upon Tyne NE1 7RU, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11213

Reference88 articles.

1. Allan, R. G., L. S. Pereira, D. Raes, and M. Smith. 1998. Crop evapotranspiration—Guidelines for computing crop water requirements—FAO Irrigation and drainage paper 56. Rome: Food and Agriculture Organization.

2. The permeability of composite soils

3. The influence of shrinkage cracks on pore-water pressures within a clay embankment

4. Shallow Slides in Compacted High Plasticity Clay Slopes

5. Identifying critical combination of roadside slopes susceptible to rainfall-induced failures

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