Bearing Capacity Factors for Rough Conical Footing by Viscoplasticity Finite-Element Analysis
Many researchers have computed the bearing capacity of the strip and circular footings resting on the soil with the low and medium friction angle (� � 35°) by employing the finite-element method (FEM). It is reported that the numerical instability occurs with the high value of �. Thus, based on...
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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-s2.0-85119176008&doi=10.1061%2f%28ASCE%29GM.1943-5622.0002256&partnerID=40&md5=06c70df851b7817fbca77ea25bf9d44a http://eprints.utp.edu.my/28925/ |
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