Insights on 2D versus 3D Modeling of Strip Loading on Spatially Varying Random Soil Domain-Reference-Cited by-同舟云学术

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Insights on 2D versus 3D Modeling of Strip Loading on Spatially Varying Random Soil Domain

Published:2023-03-23 Issue: Volume: Page:
ISSN:
Container-title:Geo-Congress 2023
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Author:

Singhal Ashu¹¹²,Vikash Gyan¹¹²,Singhai Sanshrit¹¹²

Affiliation:

1. Theoretical and Computational Geomechanics Research Lab, Dept. of Civil Engineering, Shiv Nadar Institution of Eminence, Delhi NCR, India.

2. Geotechnical Engineering Division, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484692.014

Reference12 articles.

1. Baechar G. B. and J. T. Christian. 2003. Reliability and statistics in geotechnical engineering . Honoken NJ: Wiley.

2. Modeling soil variability as a random field

3. Effect of spatial variability of cross-correlated soil properties on bearing capacity of strip footing

4. Probabilistic Foundation Settlement on Spatially Random Soil

5. Bearing-capacity prediction of spatially random c ϕ soils

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