Proceedings of the VII European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS Congress 2016) 2016
DOI: 10.7712/100016.2256.5946
|View full text |Cite
|
Sign up to set email alerts
|

Bearing Capacity of Strip Footings on Spatially Random Soils Using Kriging and Monte Carlo Simulation

Abstract: Abstract. The probabilistic analysis of geotechnical structures presenting spatial variability in the soil properties is generally performed using Echard et al. (2011). The present study involves a probabilistic analysis at the ultimate limit state of a strip footing resting on a spatially varying soil using AK-MCS approach. The objective is the computation of the probability P f of exceeding the ultimate bearing capacity of the footing under a prescribed footing load. The soil cohesion and angle of internal f… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

0
0
0

Publication Types

Select...

Relationship

0
0

Authors

Journals

citations
Cited by 0 publications
references
References 5 publications
(10 reference statements)
0
0
0
Order By: Relevance

No citations

Set email alert for when this publication receives citations?