Uncertainty in Liquefaction-Induced Settlement in Numerical Simulations due to Model Calibration-Reference-Cited by-同舟云学术

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Uncertainty in Liquefaction-Induced Settlement in Numerical Simulations due to Model Calibration

Published:2023-07-20 Issue: Volume: Page:
ISSN:
Container-title:Geo-Risk 2023
language:
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Author:

Basu Devdeep¹²³,Montgomery Jack¹²³,Stuedlein Armin W.¹²³

Affiliation:

1. Postdoctoral Research Fellow, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC, Canada.

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

3. Professor, Dept. of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484968.031

Reference14 articles.

1. Post-liquefaction reconsolidation of sand

2. Experimental investigation of drainage during earthquake-induced liquefaction

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

4. Soil Liquefaction Effects in the Central Business District during the February 2011 Christchurch Earthquake

5. Experimental and numerical modeling on the liquefaction potential and ground settlement of silt-interlayered stratified sands

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability;Journal of Geotechnical and Geoenvironmental Engineering;2024-03

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