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Upper Bound Solution for the Bearing Capacity of Submerged Jointed Rock Foundations

✍ Scribed by Imani, Meysam; Fahimifar, Ahmad; Sharifzadeh, Mostafa

Book ID
113050888
Publisher
Springer
Year
2012
Tongue
English
Weight
590 KB
Volume
45
Category
Article
ISSN
0035-7448

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πŸ“œ SIMILAR VOLUMES

Lower bound solutions for bearing capaci
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This paper applies numerical limit analysis to evaluate the bearing capacity of strip footings on an anisotropic, homogenous material. While solutions exist for footings on jointed rock [Proceedings of the Third International Conference on Computational Plasticity 2 (1992) 935; Proceedings of the In

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The limit analysis method has been widely used in the stability analysis of geotechnical problems including the bearing capacity of foundations. Two main approaches have been followed in the limit analysis to improve the calculation of the bearing capacity of foundations. One approach is to combine