![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)
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
![Modified Meyerhof approach for forecasting reliable ultimate capacity of the large diameter bored piles | Scientific Reports Modified Meyerhof approach for forecasting reliable ultimate capacity of the large diameter bored piles | Scientific Reports](https://media.springernature.com/full/springer-static/image/art%3A10.1038%2Fs41598-022-12238-w/MediaObjects/41598_2022_12238_Fig1_HTML.png)
Modified Meyerhof approach for forecasting reliable ultimate capacity of the large diameter bored piles | Scientific Reports
![Applied Sciences | Free Full-Text | Method for Calculating Vertical Compression Bearing Capacity of the Static Drill Rooted Nodular Pile Applied Sciences | Free Full-Text | Method for Calculating Vertical Compression Bearing Capacity of the Static Drill Rooted Nodular Pile](https://www.mdpi.com/applsci/applsci-12-05101/article_deploy/html/images/applsci-12-05101-g001.png)