Effect of model container on dynamic shear stresses in a centrifuge model-Reference-Cited by-同舟云学术

Effect of model container on dynamic shear stresses in a centrifuge model

Published:2024 Issue:30 Volume:10 Page:1137-1141
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

W Boulanger Ross¹

Affiliation:

1. University of California at Davis

Publisher

The Japanese Geotechnical Society

Link

https://www.jstage.jst.go.jp/article/jgssp/10/30/10_v10.OS-19-04/_pdf

Reference13 articles.

1. 1) Boulanger, R. W., Khosravi, M., Khosravi, A., and Wilson, D. W. (2018): Remediation of liquefaction effects for an embankment using soil-cement walls: Centrifuge and numerical modeling. Soil Dynamics and Earthquake Engineering, 114, 38-50, 10.1016/j.soildyn.2018.07.001.

2. 2) Boulanger, R. W., and Ziotopoulou, K. (2013): Formulation of a sand plasticity plane-strain model for earthquake engineering applications. Journal of Soil Dynamics and Earthquake Engineering, Elsevier, 53, 254-267, 10.1016/j.soildyn.2013.07.006.

3. 3) Boulanger, R. W., and Ziotopoulou, K. (2022): PM4Sand (Version 3.2): A sand plasticity model for earthquake engineering applications. Report No. UCD/CGM-22/02, Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis, CA.

4. 4) Darby, K. M., Boulanger, R. W., DeJong, J. T., and Bronner, J. D. (2019): Progressive changes in liquefaction and cone penetration resistance across multiple shaking events in centrifuge tests. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 140(3): 04018112, 10.1061/(ASCE)GT.1943-5606.0001995.

5. 5) Fiegel, G. L., Hudson, M., Idriss, I. M., Kutter, B. L., and Zeng, X. (1994): Effect of model containers on dynamic soil response. Centrifuge 94, Leung, Lee & Tan (eds), Balkema, Rotterdam, 145-150.