Analytical approach to estimating the influence of rock fragmentation on the clean concrete-rock shear behavior
The pile side friction (PSF) of rock-socketed piles (RSPs) is a frictional response closely related to the shear mechanism of the pile-rock interface (PRI), as well as the state of the rock. In order to study the PSF of RSPs, the PRI is first idealized as a regular triangular asperity. Then, the dev...
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| Main Authors: | , , , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2025-07-01
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| Series: | Case Studies in Construction Materials |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2214509525005698 |
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