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...

Full description

Saved in:
Bibliographic Details
Main Authors: Phuor, T., Harahap, I.S.H., Ng, C.-Y.
Format: Article
Published: American Society of Civil Engineers (ASCE) 2022
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/
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Universiti Teknologi Petronas