Influence of Excavation Time, Tension Crack, and Rainfall on the Stability of Unsupported Vertical Cuts in Unsaturated Soil-Reference-Cited by-同舟云学术

Influence of Excavation Time, Tension Crack, and Rainfall on the Stability of Unsupported Vertical Cuts in Unsaturated Soil

Published:2021-10 Issue:10 Volume:21 Page:04021199
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yanamandra Geeshpati¹^ORCID,Oh Won Taek²^ORCID

Affiliation:

1. Dept. of Civil Engineering, Univ. of New Brunswick, Fredericton, NB E3B 5A3, Canada. ORCID: .

2. Dept. of Civil Engineering, Univ. of New Brunswick, Fredericton, NB E3B 5A3, Canada (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002160

Reference60 articles.

1. Bagge, G. 1985. “Tension cracks in saturated clay cuttings.” In Proc., 11th Int. Conf. on Soil Mechanics and Foundation Engineering, 393–395. Rotterdam, Netherlands: A. A. Balkema.

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

3. Spatial Distribution of Safety Factors

4. Spatial distribution of safety factors: Cohesive vertical cut

5. Finite element analysis of the stability of a vertical cut using an anisotropic soil model

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