Discussion of “Validation of Monotonic and Cyclic p-y Framework by Lateral Pile Load Tests in Stiff, Overconsolidated Clay at the Haga Site” by Youhu Zhang, Knut H. Andersen, Philippe Jeanjean, Kjell Karlsrud, and Torgeir Haugen

2021 ◽  
Vol 147 (11) ◽  
pp. 07021022
Author(s):  
W. O. McCarron
2020 ◽  
Vol 146 (9) ◽  
pp. 04020080
Author(s):  
Youhu Zhang ◽  
Knut H. Andersen ◽  
Philippe Jeanjean ◽  
Kjell Karlsrud ◽  
Torgeir Haugen

2011 ◽  
Vol 243-249 ◽  
pp. 4402-4407
Author(s):  
Yong Hong Miao ◽  
Guo Jun Cai ◽  
Song Yu Liu

Six methods to determine axial pile capacity directly based on piezocone penetration test (CPTU) data are presented and evaluated. Analyses and evaluation were conducted on three types piles that were failed during pile load testing. The CPT methods, as well as the CPTU methods, were used to estimate the load carrying capacities of the investigated piles (Qp ). Pile load test were used to determine the measured load carrying capacities (Qm). The pile capacities determined using the different methods were compared with the measured pile capacities obtained from the pile load tests. Two criteria were selected as bases of evaluation: the best fit line for Qp versus Qm and the arithmetic mean and standard deviation for the ratio Qp /Qm. Results of the analyses showed that the best methods for determining pile capacity are the CPTU methods.


Author(s):  
Fei Han ◽  
Monica Prezzi ◽  
Rodrigo Salgado
Keyword(s):  

1981 ◽  
Vol 107 (1) ◽  
pp. 1-19
Author(s):  
Leland M. Kraft ◽  
Edward A. Verner ◽  
William R. Cox

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