Probabilistic-based analysis of a shallow square footing using Monte Carlo simulation
In this research, the bearing capacity (BC) of square shallow foundations at a depth of 0.5 m has been computed with different width ranged from 1 m to 4 m utilizing direct approach based on cone tip resistance (qc). The qcs have been measured through performing the Cone Penetration Tests (CPTs) on...
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| Format: | Article |
| Language: | English |
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Elsevier
2019-02-01
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| Series: | Engineering Science and Technology, an International Journal |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2215098618308395 |