Probabilistic ultimate lateral capacity of two-pile groups in spatially random clay
Author:
Affiliation:
1. Department of Civil Engineering, University of Seoul, Seoul, Korea
Funder
National Research Foundation of Korea
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/17486025.2024.2389831
Reference34 articles.
1. Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading
2. Baecher, G.B. and Christian, J.T., 2003. Reliability and statistics in geotechnical engineering. New York, USA: Wiley.
3. Canadian Geotechnical Society, 2023. Canadian foundation engineering manual. 5th ed. Canada: Canadian Geotechnical Society.
4. Large-Deformation Finite-Element Analysis of Square Foundations in Spatially Variable Sediments
5. Mesh adaptive computation of upper and lower bounds in limit analysis
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