![A case study on the bearing characteristics of a bottom uplift pile in a layered foundation | Scientific Reports A case study on the bearing characteristics of a bottom uplift pile in a layered foundation | Scientific Reports](https://media.springernature.com/m685/springer-static/image/art%3A10.1038%2Fs41598-022-27105-x/MediaObjects/41598_2022_27105_Fig1_HTML.png)
A case study on the bearing characteristics of a bottom uplift pile in a layered foundation | Scientific Reports
![Prediction of the Axial Bearing Capacity of Piles by SPT-based and Numerical Design Methods | Semantic Scholar Prediction of the Axial Bearing Capacity of Piles by SPT-based and Numerical Design Methods | Semantic Scholar](https://d3i71xaburhd42.cloudfront.net/6046ac73c88c17e4166b7aeb354e2ec5dccacf15/2-Table1-1.png)
Prediction of the Axial Bearing Capacity of Piles by SPT-based and Numerical Design Methods | Semantic Scholar
![Load carrying capacity of cast in-situ piles in cohesion less soil-(IS-2911-Part1-Sec2-2010) - CivilBlog.Org Load carrying capacity of cast in-situ piles in cohesion less soil-(IS-2911-Part1-Sec2-2010) - CivilBlog.Org](https://i0.wp.com/civilblog.org/wp-content/uploads/2014/02/Pile-load-capacity-1.jpg?ssl=1)
Load carrying capacity of cast in-situ piles in cohesion less soil-(IS-2911-Part1-Sec2-2010) - CivilBlog.Org
![Load Carrying Capacity of Bored Cast In-situ Concrete Pile in Cohesive Soil -(IS-2911-Part1-Sec2-2010) - CivilBlog.Org Load Carrying Capacity of Bored Cast In-situ Concrete Pile in Cohesive Soil -(IS-2911-Part1-Sec2-2010) - CivilBlog.Org](https://i0.wp.com/civilblog.org/wp-content/uploads/2014/02/pile-load-capacity-2.jpg?ssl=1)
Load Carrying Capacity of Bored Cast In-situ Concrete Pile in Cohesive Soil -(IS-2911-Part1-Sec2-2010) - CivilBlog.Org
![End bearing capacity of a single incompletely end-supported pile based on the rigid plastic finite element method with non-linear strength property against confining stress - ScienceDirect End bearing capacity of a single incompletely end-supported pile based on the rigid plastic finite element method with non-linear strength property against confining stress - ScienceDirect](https://ars.els-cdn.com/content/image/1-s2.0-S0038080622000907-gr1.jpg)
End bearing capacity of a single incompletely end-supported pile based on the rigid plastic finite element method with non-linear strength property against confining stress - ScienceDirect
![Applied Sciences | Free Full-Text | A Novel Approach Proposal for Estimation of Ultimate Pile Bearing Capacity Based on Pile Loading Test Data Applied Sciences | Free Full-Text | A Novel Approach Proposal for Estimation of Ultimate Pile Bearing Capacity Based on Pile Loading Test Data](https://www.mdpi.com/applsci/applsci-13-07993/article_deploy/html/images/applsci-13-07993-g005.png)
Applied Sciences | Free Full-Text | A Novel Approach Proposal for Estimation of Ultimate Pile Bearing Capacity Based on Pile Loading Test Data
![FHWA-HRT-04-043-Chapter 7. ANALYSES OF THE AXIAL LOAD TESTS AT THE ROUTE 351 BRIDGE-A Laboratory and Field Study of Composite Piles for Bridge Substructures-March 2006 FHWA-HRT-04-043-Chapter 7. ANALYSES OF THE AXIAL LOAD TESTS AT THE ROUTE 351 BRIDGE-A Laboratory and Field Study of Composite Piles for Bridge Substructures-March 2006](https://www.fhwa.dot.gov/publications/research/infrastructure/structures/04043/images/image385.jpg)