Bearing capacity evaluation of small-diameter spiral piles in soft ground subjected to combined loads
In the current practices, the evaluation method for the bearing capacity of small-diameter spiral piles is a conservative method performed on the safe side, since it does not consider the integration effect with the surrounding ground due to rotational press-fitting. In addition, the evaluation meth...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Elsevier
2022-10-01
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Series: | Soils and Foundations |
Subjects: | |
Online Access: | http://www.sciencedirect.com/science/article/pii/S0038080622001123 |