Effect of Tension Crack Formation on Active Earth Pressure Encountered in Unsaturated Retaining Wall Backfills-Reference-Cited by-同舟云学术

Effect of Tension Crack Formation on Active Earth Pressure Encountered in Unsaturated Retaining Wall Backfills

Published:2021-02 Issue:2 Volume:147 Page:06020028
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Abdollahi Masood¹^ORCID,Vahedifard Farshid²^ORCID,Abed Mahrooz³,Leshchinsky Ben A.⁴

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762. ORCID: .

2. Civil and Environmental Engineering Advisory Board Endowed Professor and Associate Professor, Dept. of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762 (corresponding author). ORCID: .

3. Ph.D. Student, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331.

4. Richardson Chair and Associate Professor, Dept. of Forest Engineering, Resources and Management, Oregon State Univ., Corvallis, OR 97331.

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.1943-5606.0002434

Reference40 articles.

1. Dilatancy of Coarse Granular Aggregates

2. Tensile Strength, Tension Cracks, and Stability of Slopes

3. Baker R. and M. Garber. 1977. “Variational approach to slope stability.” In Vol. 2 of Proc. 9th Int. Conf. on Soil Mechanics and Foundation Engineering 9–12. Tokyo: Japan Society for Soil Mechanics and Foundation Engineering.

4. Passive and active earth pressures in the presence of groundwater flow

5. The strength and dilatancy of sands

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