Combined use of the sparse polynomial chaos expansion and the global sensitivity analysis for the probabilistic analysis of shallow foundations resting on a 3D random soil-Reference-Cited by-同舟云学术

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Combined use of the sparse polynomial chaos expansion and the global sensitivity analysis for the probabilistic analysis of shallow foundations resting on a 3D random soil

Published:2014-01-09 Issue: Volume: Page:3261-3268
ISSN:
Container-title:Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures
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Author:

Al-Bittar Tamara,Soubra Abdul-Hamid

Publisher

CRC Press

Reference3 articles.

Cited by 5 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. Risk Assessment of Three-Dimensional Bearing Capacity of a Circular Footing Resting on Spatially Variable Sandy Soil;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2023-06-07

2. Probabilistic analyses of three-dimensional circular footing resting on two-layer c–ϕ soil system considering soil spatial variability;Acta Geotechnica;2022-10-08

3. Random failure mechanism method for assessment of working platform bearing capacity with a linear trend in undrained shear strength;Journal of Rock Mechanics and Geotechnical Engineering;2021-12

4. Probabilistic Bearing Capacity Prediction of Square Footings on 3D Spatially Varying Cohesive Soils;Journal of Geotechnical and Geoenvironmental Engineering;2021-06

5. 3D bearing capacity probabilistic analyses of footings on spatially variable c–φ soil;Acta Geotechnica;2019-07-04

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