Soil stiffness nonlinearity in one-dimensional pile-driving simulations and formulas
Driven piles are commonly used as foundation elements in engineering projects. Due to their simplicity, pile-driving formulas have been widely used in practice to estimate static pile capacity based on observations made during pile driving. Existing formulas make no distinction of the soil type surr...
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| Other Authors: | , , , |
| Format: | conferenceObject |
| Published: |
2019
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| Online Access: | http://hdl.handle.net/10725/13661 https://doi.org/10.1520/STP161120170211 http://libraries.lau.edu.lb/research/laur/terms-of-use/articles.php https://www.astm.org/stp161120170211.html |
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