Results 11 to 20 of about 2,365,376 (295)
Field Tests of Super-Long and Large-Diameter Drilled Shaft Pile Foundations
Advances in Civil Engineering, 2020 This study investigated the compressive behaviour of super-long pile foundations with large diameters. Three 52 m, 73 m, and 83 m long piles with a diameter of 1500 mm, 1500 mm, and 1800 mm were cast and tested, respectively. Given that large loading was
Peisen Wang +5 more
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Impact of pile roughness on shaft resistance in sand
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 2019 The impact of pile roughness on shaft resistance was studied using centrifuge modelling. Two types of piles with different roughness were jacked in flight at 100g in dense and medium dense Fontainebleau NE34 sands. An experimental method was used to infer the pile shaft and tip capacities.
El Haffar, Ismat +2 more
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Analysis of the shaft resistance of non-displacement piles in sand [PDF]
Géotechnique, 2008 The paper examines, using numerical modelling, the problem of the limit shaft resistance of non-displacement piles installed in sands. The modelling makes use of an advanced, two-surface-plasticity constitutive model. The constitutive model predicts the soil response in both the small- and the large-strain range, while taking into account the effects ...
Loukidis, D. +3 more
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Applied Sciences, 2023 Estimating a pile shaft’s frictional capacity is challenging and has been a controversial subject among researchers. In this study, the shaft friction resistance of non-displacement (pre-installed) model piles under axial load was investigated.
Huseyin Suha Aksoy +4 more
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Yantu gongcheng xuebao, 2018 From the perspective of the vertical shaft resistance producing significant contribution to the lateral bearing capacity of large-diameter pile foundation, the numerical and analytical solutions are firstly established for pile shaft resisting moment per
ZHU Ming-xing 1,2, LU Hong-qian 1, DAI Guo-liang 2, WAN Zhi-hui 2, GONG Wei-ming 2
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Mechanical Response Analysis for an Active–Passive Pile Adjacent to Surcharge Load
Applied Sciences, 2023 Due to the complexity of pile–soil interaction, there is little research on active–passive piles that bear the pile-top load transmitted from the superstructure and the pile shaft load caused by the lateral soil movement around the pile simultaneously ...
Limin Wei +3 more
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Field investigation of the effect of installation method on the shaft resistance of piles in clay [PDF]
, 2010 This paper presents the results of a series of field experiments performed to study the effect of installation method on the shaft resistance developed by a pile installed in soft clayey silt.
Gallagher, David +7 more
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Investigation on in-situ test of penetration characteristics of open and closed PHC pipe piles
Soils and Foundations, 2021 To investigate the load transfer mechanism of open and closed Pre-stressed High-strength Concrete (PHC) piles jacked into layered soil, a full-scale in-situ test was conducted.
Yonghong Wang +4 more
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Piles for offshore wind turbines: A state of the art review [PDF]
, 2012 The paper considers the current state of the art for estimating the pull-out capacity of driven open-ended piles used to support wind turbine foundations founded on sand.
Igoe, David +2 more
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Determination of large diameter bored pile's effective length based on Mindlin's solution
Journal of Traffic and Transportation Engineering (English ed. Online), 2015 The calculation equation of large diameter bored pile's effective length is connected with its distribution of pile shaft resistance. Thus, there is a great difference between the calculation results under the different distributions of pile shaft ...
Zhijun Zhou +3 more
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