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...
| Main Authors: | Phuor, T., Harahap, I.S.H., Ng, C.-Y. |
|---|---|
| Format: | Article |
| Institution: | Universiti Teknologi Petronas |
| Record Id / ISBN-0: | utp-eprints.28925 / |
| Published: |
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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