Numerical Simulations of Fourth Avenue Landslide Considering Cyclic Softening-Reference-Cited by-同舟云学术

Numerical Simulations of Fourth Avenue Landslide Considering Cyclic Softening

Published:2020-10 Issue:10 Volume:146 Page:04020099
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kiernan Michael¹^ORCID,Montgomery Jack²^ORCID

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Auburn Univ., Auburn, AL 36849 (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Auburn Univ., Auburn, AL 36849. ORCID:

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.1943-5606.0002349

Reference53 articles.

1. Effect of Strain-Softening in Interpretation of Laboratory Compression Tests

2. Andresen L. and H. P. Jostad. 2005. “ANISOFT—Constitutive model for undrained loading of anisotropic and strain-softening clay.” In Geo-Frontiers Congress 2005: Soil Constitutive Models: Evaluation Selection and Calibration edited by J. A. Yamamuro and V. N. Kaliakin 35–44. Reston VA: ASCE.

3. Beaty M. H. and P. M. Byrne. 2011. “UBCSAND constitutive model version 904aR.” Accessed May 1 2011. Æhttp://www.itasca-udm.com/media/download/UBCSand/UBCSAND_UDM_Documentation.pdfæ.

4. Beaty M. H. and S. E. Dickenson. 2015. “Numerical analysis for seismically-induced deformations in strain-softening plastic soils.” In Proc. 6th Int. Conf. on Earthquake Geotechnical Engineering. London: International Society for Soil Mechanics and Geotechnical Engineering.

5. Influence of Peripheral Velocity on Vane Shear Strength of an Artificial Clay

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