Development and Evaluation of Preconditioning Protocols for Sand Specimens in Constant-Volume Cyclic Direct Simple Shear Tests-Reference-Cited by-同舟云学术

Development and Evaluation of Preconditioning Protocols for Sand Specimens in Constant-Volume Cyclic Direct Simple Shear Tests

Published:2022-02-14 Issue:3 Volume:45 Page:20210028
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Humire Francisco¹,Lee Minyong²,Ziotopoulou Katerina³,Gomez Michael G.²,DeJong Jason T.³

Affiliation:

1. Department of Civil and Environmental Engineering, University of California, Davis, 2001 Ghausi Hall, One Shields Ave., Davis, CA 95616, USA (Corresponding author), e-mail: fahumire@ucdavis.edu, https://orcid.org/0000-0002-5062-1249

2. Department of Civil and Environmental Engineering, University of Washington, 201 More Hall, PO Box 352700, Seattle, WA 98195, USA, https://orcid.org/0000-0002-7436-5374 (M.L.), https://orcid.org/0000-0002-4464-5447 (M.G.G.)

3. Department of Civil and Environmental Engineering, University of California, Davis, 2001 Ghausi Hall, One Shields Ave., Davis, CA, 95616, USA, https://orcid.org/0000-0001-5494-497X (K.Z.), https://orcid.org/0000-0002-9809-955X (J.T.D.)

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference22 articles.

1. Bearing Capacity under Cyclic Loading – Offshore, along the Coast, and on Land. The 21st Bjerrum Lecture Presented in Oslo, 23 November 2007;Andersen;Canadian Geotechnical Journal,2009

2. ASTM International. 2019. Standard Test Method for Consolidated Undrained Cyclic Direct Simple Shear Test under Constant Volume with Load Control or Displacement Control. ASTM D8296-19. West Conshohocken, PA: ASTM International, approved November 1, 2019. https://doi.org/10.1520/D8296-19

3. Carey, T. J., N. Stone, and B. L. Kutter. 2020. “Grain Size Analysis and Maximum and Minimum Dry Density Testing of Ottawa F-65 Sand for LEAP-UCD-2017.” In Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, edited by B. L. Kutter, M. T. Manzari, and M. Zeghal, 31–44. Cham, Switzerland: Springer. https://doi.org/10.1007/978-3-030-22818-7

4. El Ghoraiby, M., H. Park, and M. T. Manzari. 2020. “Physical and Mechanical Properties of Ottawa F65 Sand.” In Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading, edited by B. L. Kutter, M. T. Manzari, and M. Zeghal, 45–67. Cham, Switzerland: Springer. https://doi.org/10.1007/978-3-030-22818-7

5. Finn, W. D. L. 1981. “Liquefaction Potential: Developments since 1976.” In Proceedings: First International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, 655–681. Rolla, MO: University of Missouri-Rolla.

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