Comparative geotechnical analysis for ultimate bearing capacity of precast concrete piles using cone resistance measurements
Computing the axial load capacity of pile foundations is often challenging for geotechnical engineers. Different theoretical and empirical approaches were proposed for determining the ultimate bearing capacity. Among these approaches, the in situ testing methods are based on cone penetration test (C...
Main Authors: | Shaban Alaa M., Al-Hashimi Zahraa H., Aleshaiqer Bashar H., Cosentino Paul J. |
---|---|
Format: | Article |
Language: | English |
Published: |
De Gruyter
2024-04-01
|
Series: | Open Engineering |
Subjects: | |
Online Access: | https://doi.org/10.1515/eng-2024-0007 |
Similar Items
-
Precast piling practice/
by: Broms, Bengt Baltzar, 1928-
Published: (1981) -
A Method for Predicting Pile Capacity Using Cone Penetration Test Data
by: Parisa Heidari, et al.
Published: (2019-05-01) -
Precast piling practice/
by: Broms, Bengt Baltzar, 1928-, et al.
Published: (1982) -
The Correlation between Penetration Pressure Required to Install Pile Foundation and to Insert Bi-cones in Cone Penetration Test
by: Gogot Setyo Budi, et al.
Published: (2019-03-01) -
The Correlation between Penetration Pressure Required to Install Pile Foundation and to Insert Bi-cones in Cone Penetration Test
by: Gogot Setyo Budi, et al.
Published: (2019-03-01)