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New ultimate pile capacity prediction method based on cone penetration test (CPT)

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Interaction effects on load-carrying behavior of piled rafts embedded in clay from centrifuge tests

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Experimental Verification of Integrity of Low-Pressure Injection Piles Structure – Pile Internal Capacity

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DOI: 10.1515/sgem-2017-0038
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Implementation of Cone Penetration Test Technology in Design and Analysis of Driven Piles

Hani H. Titi, Murad Y. Abu-Farsakh and Mark J. Morvant
Transportation Research Record: Journal of the Transportation Research Board 1808 (1) 168 (2002)
DOI: 10.3141/1808-20
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Applicability of CPT-based methods in predicting toe bearing capacities of driven piles in sand

Le Chi Hung, Tien Dung Nguyen, Ju-Hyung Lee and Sung-Ryul Kim
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DOI: 10.1007/s11440-015-0398-4
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Mohsen Amirmojahedi and Murad Abu-Farsakh
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Statistical Evaluation of CPT and CPTu Based Methods for Prediction of Axial Bearing Capacity of Piles

Parisa Heidari and Mahmoud Ghazavi
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DOI: 10.1007/s10706-020-01557-2
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Piezocone/cone penetration test-based pile capacity analysis: calibration, evaluation, and implication of geological conditions

Chung R. Song, Binyam Bekele, Alex Silvey, Mark Lindemann and Lucas Ripa
International Journal of Geotechnical Engineering 1 (2020)
DOI: 10.1080/19386362.2020.1778214
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Evaluation of Ultimate Bearing Capacity of Pre-Stressed High-Strength Concrete Pipe Pile Embedded in Saturated Sandy Soil Based on In-Situ Test

Yingjie Wei, Duli Wang, Jiawang Li, Yuxin Jie, Zundong Ke, Jianguang Li and Tsunming Wong
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DOI: 10.3390/app10186269
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Evaluation of 18 Direct CPT Methods for Estimating the Ultimate Pile Capacity of Driven Piles

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Effect of Spatial Correlation of Cone Tip Resistance on the Bearing Capacity of Piles

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DOI: 10.1061/(ASCE)GT.1943-5606.0000775
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Assessment of direct CPT and CPTU methods for predicting the ultimate bearing capacity of single piles

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DOI: 10.1016/j.enggeo.2008.10.010
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Assessment of Direct Cone Penetration Test Methods for Predicting the Ultimate Capacity of Friction Driven Piles

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DOI: 10.1061/(ASCE)1090-0241(2004)130:9(935)
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Cone Penetration Test Based Direct Methods for Evaluating Static Axial Capacity of Single Piles

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DOI: 10.1007/s10706-013-9662-2
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CPT-based method for toe resistance of driven piles in sand

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Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 168 (6) 498 (2015)
DOI: 10.1680/jgeen.14.00142
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Predicting the Ultimate Bearing Capacity of Single Piles Based on CPTU

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Advanced Materials Research 243-249 4402 (2011)
DOI: 10.4028/www.scientific.net/AMR.243-249.4402
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A Review of the Design Formulations for Static Axial Response of Deep Foundations from CPT Data (DFI 2013 Student Paper Competition Runner-Up)

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A Novel Numerical Method for Calculating Vertical Bearing Capacity of Prestressed Pipe Piles

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Prediction of pile shaft resistance using cone penetration tests (CPTs)

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Abolfazl Eslami, Sara Moshfeghi, Hossein MolaAbasi and Mohammad M. Eslami
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