Evaluation of Active Earth Pressure in Unsaturated Retaining Structures in Presence of Tension Cracks-Reference-Cited by-同舟云学术

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Evaluation of Active Earth Pressure in Unsaturated Retaining Structures in Presence of Tension Cracks

Published:2022-03-17 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2022
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Author:

Abdollahi Masood¹²³⁴,Vahedifard Farshid¹²³⁴,Abed Mahrooz¹²³⁴,Leshchinsky Ben A.¹²³⁴

Affiliation:

1. Ph.D. Student, Richard A. Rula School of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS.

2. CEE Advisory Board Endowed Professor and Professor, Richard A. Rula School of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS.

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

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

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784484029.040

Reference18 articles.

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

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

3. The principle of effective stress;Bishop A. W.;Tek Ukeblad,1959

4. Chowdhury, R. N., and Zhang, S. (1991). Tension cracks and slope failure. In Proceedings of the International Conference: Slope Stability Engineering, Developments and Applications. Thomas Telford, London. pp. 27–32.

5. A Closed-form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils

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