Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability-Reference-Cited by-同舟云学术

Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability

Published:2024-03 Issue:3 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Basu Devdeep¹,Montgomery Jack²^ORCID,Stuedlein Armin W.³^ORCID

Affiliation:

1. Postdoctoral Research Fellow, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4 (corresponding author).

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

3. Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR 97331. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11768

Reference66 articles.

1. Andrus R. D. R. Boller W. M. Camp S. Gassman M. Hasek H. Hayati and P. Talwani. 2008. “Characterizing the liquefaction resistance of aged soils: Summary of selected first year findings.” In Proc. NSF Engineering Research and Innovation Conf. Alexandria VA: National Science Foundation CMMI.

2. Arulanandan K. and J. J. Sybico. 1992. “Post-liquefaction settlement of sand.” In Proc. Wroth Memorial Symp. London: T. Telford.

3. In-Situ Pore Presure Measurements at Rio Blanco

4. Observations and challenges in simulating post-liquefaction settlements from centrifuge and shake table tests

5. Basu D. J. Montgomery and A. W. Stuedlein. 2023. “Uncertainty in liquefaction-induced settlement in numerical simulations due to model calibration.” In Proc. Geo-Risk. Reston VA: ASCE.