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An Improved CPTu-based Method to Estimate Jacked Pile Bearing Capacity and Its Reliability Assessment
Abstract This paper presents an improved method for predicting the bearing capacity of single jacked pile based on piezocone penetration test (CPTu) data which contain tip resistance (q t), side friction (f s) and excess dynamic pore water pressure (u 2). Firstly, the average value of q t was determined to calculate the pile unit base resistance according to the influence zone of the logarithmic spiral concerning the effect of soil types. Secondly, f s and u2 were used to calculate the pile unit shaft resistance considering the effect of friction fatigue. The pile jacking force was obtained in terms of unit base resistance and unit shaft resistance. The ultimate bearing capacity was finally determined using pile jacking force multiplied by a force ratio denoted as R f . The ultimate bearing capacities calculated for two case projects show a good agreement with the measured results, which indicates that the proposed method is feasible and effective. Reliability assessment was carried out on the proposed method and other five estimation methods with respect to the reliability index obtained by advanced first-order second-moment (AFOSM) method. Comparison result showed that the method proposed in this study has a higher reliability index over other five existing methods. Therefore, the proposed method can be used as a reliable alternative to predict the bearing capacity in the engineering practice of jacked pile foundation.
An Improved CPTu-based Method to Estimate Jacked Pile Bearing Capacity and Its Reliability Assessment
Abstract This paper presents an improved method for predicting the bearing capacity of single jacked pile based on piezocone penetration test (CPTu) data which contain tip resistance (q t), side friction (f s) and excess dynamic pore water pressure (u 2). Firstly, the average value of q t was determined to calculate the pile unit base resistance according to the influence zone of the logarithmic spiral concerning the effect of soil types. Secondly, f s and u2 were used to calculate the pile unit shaft resistance considering the effect of friction fatigue. The pile jacking force was obtained in terms of unit base resistance and unit shaft resistance. The ultimate bearing capacity was finally determined using pile jacking force multiplied by a force ratio denoted as R f . The ultimate bearing capacities calculated for two case projects show a good agreement with the measured results, which indicates that the proposed method is feasible and effective. Reliability assessment was carried out on the proposed method and other five estimation methods with respect to the reliability index obtained by advanced first-order second-moment (AFOSM) method. Comparison result showed that the method proposed in this study has a higher reliability index over other five existing methods. Therefore, the proposed method can be used as a reliable alternative to predict the bearing capacity in the engineering practice of jacked pile foundation.
An Improved CPTu-based Method to Estimate Jacked Pile Bearing Capacity and Its Reliability Assessment
Miao, Yong-hong (author) / Zuo, Ping-ping (author) / Yin, Jie (author) / Ahmed, Shoaib (author) / Bai, Guo-long (author) / Lu, Jian-fei (author)
KSCE Journal of Civil Engineering ; 23 ; 3864-3874
2019-08-09
11 pages
Article (Journal)
Electronic Resource
English
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