Numerical investigation for failure load and contact stress beneath RC square footing resting on cohesionless soil
The contact pressure distribution below, reinforced concrete footing, does not solely depend on the type of soil, but also on the change of the footing stiffness after cracking. This paper presents a numerical simulation and validation for full-scale square reinforced concrete footing rested on sand...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2021-12-01
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| Series: | Case Studies in Construction Materials |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509521001716 |