Bearing Capacity Factors of Flat Base Footing by Finite Elements
This paper presents the computations of vertical bearing capacity factors Nc, Nq, and Nγ, of the smooth and rough strip, circular and ring footings resting on soil with a friction angle (�) ranging from 5° to 45° using a finite element viscoplastic strain method obeying the Mohr-Coulomb yield cr...
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| Main Authors: | , , |
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| Format: | Article |
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American Society of Civil Engineers (ASCE)
2022
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| Online Access: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85131506550&doi=10.1061%2f%28ASCE%29GT.1943-5606.0002835&partnerID=40&md5=96480d0eb93ebac81f299a058289b16f http://eprints.utp.edu.my/33347/ |
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