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A platform for research: civil engineering, architecture and urbanism
Nonlinear fictitious-soil pile model for pile high-strain dynamic analysis
https://orcid.org/0000-0002-9362-0326
Abstract Existing numerical models for simulating the pile behaviours in high-strain dynamic load tests (DLTs) cannot account for the wave propagation in base soil. This paper proposes a nonlinear fictitious-soil pile (FSP) model to better simulate the base soil. The proposed model regards the base soil as a FSP with a cone angle extending from pile toe to bedrock, and simulates shaft resistance by improved Randolph model. The pile-soil system is discretized into a series of mass-nonlinear springs, and was solved based on the Newmark’s β method. The proposed model was validated by comparing its predictions with those obtained from Randolph model and Smith model, as well as field measurements of driven and bored piles in different sites. Parametric study demonstrated that the calculated results were significantly affected by the discretization degree, FSP dimensions and soil nonlinearity. The displacement attenuation in base soil is nonlinear, and the impact energy is consumed rapidly near pile toe. Besides, large-diameter piles tend to have a larger affected zone, in which the wave phenomenon in base soil should be considered. Empirical formulas for soil affected zone and required pile displacements in DLTs were proposed to facilitate the practical application of FSP model.
Highlights A nonlinear fictitious-soil pile model for simulating pile base soil undergoing high-strain dynamic loading. The wave propagation in base soil determines the extent of soil affected zone. Validations from conventional models and field test measurements. Sensitivity analysis of soil parameters. Empirical formulas for the soil affected zone and required pile displacements in pile DLTs.
Nonlinear fictitious-soil pile model for pile high-strain dynamic analysis
https://orcid.org/0000-0002-9362-0326
Abstract Existing numerical models for simulating the pile behaviours in high-strain dynamic load tests (DLTs) cannot account for the wave propagation in base soil. This paper proposes a nonlinear fictitious-soil pile (FSP) model to better simulate the base soil. The proposed model regards the base soil as a FSP with a cone angle extending from pile toe to bedrock, and simulates shaft resistance by improved Randolph model. The pile-soil system is discretized into a series of mass-nonlinear springs, and was solved based on the Newmark’s β method. The proposed model was validated by comparing its predictions with those obtained from Randolph model and Smith model, as well as field measurements of driven and bored piles in different sites. Parametric study demonstrated that the calculated results were significantly affected by the discretization degree, FSP dimensions and soil nonlinearity. The displacement attenuation in base soil is nonlinear, and the impact energy is consumed rapidly near pile toe. Besides, large-diameter piles tend to have a larger affected zone, in which the wave phenomenon in base soil should be considered. Empirical formulas for soil affected zone and required pile displacements in DLTs were proposed to facilitate the practical application of FSP model.
Highlights A nonlinear fictitious-soil pile model for simulating pile base soil undergoing high-strain dynamic loading. The wave propagation in base soil determines the extent of soil affected zone. Validations from conventional models and field test measurements. Sensitivity analysis of soil parameters. Empirical formulas for the soil affected zone and required pile displacements in pile DLTs.
Nonlinear fictitious-soil pile model for pile high-strain dynamic analysis
https://orcid.org/0000-0002-9362-0326
Abstract Existing numerical models for simulating the pile behaviours in high-strain dynamic load tests (DLTs) cannot account for the wave propagation in base soil. This paper proposes a nonlinear fictitious-soil pile (FSP) model to better simulate the base soil. The proposed model regards the base soil as a FSP with a cone angle extending from pile toe to bedrock, and simulates shaft resistance by improved Randolph model. The pile-soil system is discretized into a series of mass-nonlinear springs, and was solved based on the Newmark’s β method. The proposed model was validated by comparing its predictions with those obtained from Randolph model and Smith model, as well as field measurements of driven and bored piles in different sites. Parametric study demonstrated that the calculated results were significantly affected by the discretization degree, FSP dimensions and soil nonlinearity. The displacement attenuation in base soil is nonlinear, and the impact energy is consumed rapidly near pile toe. Besides, large-diameter piles tend to have a larger affected zone, in which the wave phenomenon in base soil should be considered. Empirical formulas for soil affected zone and required pile displacements in DLTs were proposed to facilitate the practical application of FSP model.
Highlights A nonlinear fictitious-soil pile model for simulating pile base soil undergoing high-strain dynamic loading. The wave propagation in base soil determines the extent of soil affected zone. Validations from conventional models and field test measurements. Sensitivity analysis of soil parameters. Empirical formulas for the soil affected zone and required pile displacements in pile DLTs.
Nonlinear fictitious-soil pile model for pile high-strain dynamic analysis
Tu, Yuan (author) / El Naggar, M.H. (author) / Wang, Kuihua (author)
2022-07-22
Article (Journal)
Electronic Resource
English
Fictitious soil pile model for dynamic analysis of pipe piles under high-strain conditions
| Springer Verlag | 2023
| British Library Online Contents | 2016
| British Library Online Contents | 2016