Considerations on an embedded pile’s effective length in an analytical calculation according to the commentary on the STN 73 1002 standard
The analytical model for calculating the bearing capacity of a pile, presented in the commentary to STN 73 1002 – Pile Foundations, gives a recommendation to reduce the pile’s length in the calculation of the shaft resistance. The recommendation is based on Caquot-Kérisel’s theory. Especially in th...
Main Authors: | Jakub Stacho, Monika Súľovská |
---|---|
Format: | Article |
Language: | English |
Published: |
CTU Central Library
2023-12-01
|
Series: | Acta Polytechnica CTU Proceedings |
Subjects: | |
Online Access: | https://ojs.cvut.cz/ojs/index.php/APP/article/view/9553 |
Similar Items
-
Load-settlement Behavior of Steel Piles in Different Sandy Soil Configurations
by: Soran Jabbar Hama Salih, et al.
Published: (2020-10-01) -
Experimental and Numerical Analysis of Piled Raft Foundation with Different Length of Piles Under Static Loads
by: Mosa Jawad Al-mosawe, et al.
Published: (2023-05-01) -
The Analysis of Pile Skin and Base Resistances Interaction Based on Static Pile Load Test in Experimental Research
by: Żarkiewicz Krzysztof
Published: (2023-10-01) -
Experimental study on performance of laterally loaded plumb and battered piles in layered sand
by: Bushra S. Albusoda, Prof. Dr., et al.
Published: (2017-08-01) -
Effect of asymmetry pile’s length on piled raft foundation system under earthquake load
by: Shahad Kh. Elias, et al.
Published: (2024-01-01)