Pullout of soil nail with circular discs: A three-dimensional finite element analysis
An internal failure mode for a soil-nailed system consists of failure at nail heads, slope facing, nail strength, along grout–soil interface and pullout failure. A better understanding of pullout of soil nail thus becomes important to assess the stability of a soil-nailed system. In the present stud...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2017-10-01
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| Series: | Journal of Rock Mechanics and Geotechnical Engineering |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S1674775517300665 |