Probabilistic analysis at the serviceability limit state of two neighboring strip footings resting on a spatially random soil
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering
Reference19 articles.
1. Subset simulation and its application to a spatially random soil;Ahmed,2011
2. Probabilistic analysis of strip footings resting on a spatially random soil using subset simulation approach;Ahmed;Georisk Assessm Manage Risk Eng Syst Geohazard,2012
3. Estimation of small failure probabilities in high dimensions by subset simulation;Au;Probab Eng Mech,2001
4. Reliability and statistics in geotechnical engineering;Baecher,2003
5. Effect of spatial variability of cross-correlated soil properties on bearing capacity of strip footing;Cho;Int J Numer Anal Meth Geomech,2010
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2. Reliability analysis of shallow foundation using the important-region-based method;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2024-06-03
3. Stochastic analysis for bearing capacity computation of twin strip footings on geogrid-reinforced sands;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2024-02-12
4. Hazard Curves for Reliability Assessment of Strip Footings on Spatially Varying Cohesive Soils;Turkish Journal of Civil Engineering;2023-11-01
5. Characterization of Autocovariance Parameters of Detrended Cone Tip Resistance from a Global CPT Database;Journal of Geotechnical and Geoenvironmental Engineering;2023-10
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