Analysis methods for pile foundation: a critical review of the literature and recommended suggestions

Magade, Sushilkumar B.; Ingle, R.K.

doi:10.1007/s41062-020-00367-y

Cited by 5 publications

(2 citation statements)

References 42 publications

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“…Conversely, Magade et al [50] and Consoli et al [13] investigated some parameters related to pile foundation design to satisfy strength, serviceability, economic, and constructability requirements, aiming to develop an effectively simple approach for the design of such foundations. Additionally, Ghasemipanah & Moayed [32] compared the results of the laterally loaded single piles and the combined laterally and vertically loaded single piles in Allpile and Abaqus software.…”

Section: Introductionmentioning

confidence: 99%

Analyzing Laterally Loaded Piles in Multi-layered Cohesive Soils: a Hybrid Bnwf Approach With Validation and Parametric Study

Gendy

2024

Preprint

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Pile foundations frequently encounter lateral loads originating from various hazards. These types of foundations are commonly utilized in structures like bridges, retaining walls, and high-rise buildings. Analyzing laterally loaded piles presents a complex geotechnical problem that entails considering multiple interrelated design factors. It requires accounting for structural bending behavior, soil-structure interaction, soil nonlinearity, and optimizing for cost-effectiveness. In this paper, the commonly used approach beam on nonlinear Winkler foundation is developed. This methodology involves representing the pile using one-dimensional finite elements in the vertical direction, incorporating nonlinear bending stiffness. Additionally, soil deformation is determined using empirically derived P-y curves, which are obtained from full-scale field tests. By combining the pile stiffness with the soil stiffness considering the full interaction between the pile and the surrounding soil, the complete stiffness matrix of the single pile is formed, leading to a reduction in the number of equations that need to be solved. Both Euler and Timoshenko beams are considered, and the analysis is conducted using both finite elements and finite difference methods. The proposed hybrid approach is validated by comparing its results from analyzing laterally loaded piles in multi-layered soil profiles with those obtained from different models in existing literature and available field measurements. The well-known software ELPLA is equipped with the proposed hybrid technique. Furthermore, a parametric study investigates the behavior of laterally loaded pipe piles in soft and stiff clay, culminating in the presentation of dimensionless curves from this study.

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Section: Introductionmentioning

confidence: 99%

Analyzing Laterally Loaded Piles in Multi-layered Cohesive Soils: a Hybrid Bnwf Approach With Validation and Parametric Study

Gendy

2024

Preprint

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“…Rehabilitation and repairing of pile foundations is quite a difficult process. Therefore, strength, serviceability, economy, and constructability are all factors that must be taken into consideration while designing the structure [3]. With certain advantages of pile foundation, this field has evolved apparently in the construction area and some of its allied areas.…”

Section: Introduction 1generalmentioning

confidence: 99%

Bibliometric and Knowledge Network of Global Research on Pile Foundations: A Review of Recent Developments

2023

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Foundation on soft soil has always been a challenge for civil engineers and pile foundation is by far the most suitable and comprehensive idea for construction on soft soil. In this study, we produced a comprehensive overview of pile foundation research from 1992 to 2021 by making use of bibliometric analysis. This study was conducted based on the Web of Science Core Collection Database. In this analysis, data were retrieved and then sieved for different parameters to organize the data into various categories by means of Excel and VOS viewer. The objective of the research was to make an explanatory data set in order to help researchers in the pile foundation area. A database of 4803 publications has been retrieved. The analysis results show that the People’s Republic of China has yielded the greatest number of publications. Studies in this period are focusing on key factors associated with pile foundations such as soil structure interaction, pile group, settlement, liquefaction, bearing capacity etc. as suggested by the keywords analyzed in these publications. Analysis of the most cited articles in the field of Geotechnical and Geoenvironmental Engineering reveals that the research area has expanded from analyzing axial behavior and strength of pile foundations to analyzing seismic responses, further moving to sustainable structure and artificial intelligence applications in the concerned field in the last 30 years.

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Performance evaluation of post-grouted drilled shafts: a review

Useche-Infante

Aiassa-Martínez

Arrúa

et al. 2022

Innov. Infrastruct. Solut.

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Analysis methods for pile foundation: a critical review of the literature and recommended suggestions

Cited by 5 publications

References 42 publications

Analyzing Laterally Loaded Piles in Multi-layered Cohesive Soils: a Hybrid Bnwf Approach With Validation and Parametric Study

Analyzing Laterally Loaded Piles in Multi-layered Cohesive Soils: a Hybrid Bnwf Approach With Validation and Parametric Study

Bibliometric and Knowledge Network of Global Research on Pile Foundations: A Review of Recent Developments

Performance evaluation of post-grouted drilled shafts: a review

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