Results 261 to 270 of about 2,698,714 (295)

A numerical analysis of CPT-based tip resistance prediction during pile installation in clays [PDF]

open access: yes7th International Conference on Geotechnical and Geophysical Site Characterization
Accurately predicting the installation resistance of offshore piles is important for their design and application. The cone penetration test (CPT) is the most widely used in situ sounding tests for pile drivability analysis and capacity prediction. While
S. Zhou, W. Zhang, A. Osman
openaire   +2 more sources

Mobilized side and tip resistances of piles in clay

Computers and Geotechnics, 2010
Abstract This paper presents a procedure to assess the mobilized pile side and tip resistance versus pile head and tip settlement under axial load in clay soil. The load transfer (t–z) curve is evaluated at any point on the loaded pile based on the combined pile tip/side resistance–displacement mechanisms along the length of the pile.
Mohamed Ashour   +3 more
openaire   +1 more source

Dynamic pile impedances for fixed-tip piles [PDF]

open access: yesSoil Dynamics and Earthquake Engineering, 2017
The behavior of a laterally loaded pile with fixed-tip boundary condition (i.e., displacement and rotation, are perfectly restrained) is evaluated using a recently proposed, improved Tajimi-type model.
Anne Lemnitzer   +2 more
exaly   +2 more sources

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

Journal of Geotechnical and Geoenvironmental Engineering, 2013
AbstractThe cone tip resistance (qc) from cone penetration tests (CPTs) is widely used to determine the bearing capacity of piles. Although it is widely known that soil properties are spatially correlated, the spatial correlation of qc is not considered in the current methods for predicting the bearing capacity of piles.
Jin-Jian Chen, Lianyang Zhang
openaire   +1 more source

Dynamic pile-side soil resistance during longitudinal vibration

, 2020
Accurate evaluation of dynamic resistance provided by the surrounding soil is the key to determining the dynamic performance of the pile foundation, especially for long piles.
Xin Liu, Kui-Hua Wang, M. E. El Naggar
semanticscholar   +1 more source

Investigation of Vertical Bearing Capacity Characteristics of Pile Tip in the Incomplete Plugging State of Open-Ended Steel Pipe Piles

IABSE Reports
In this study, a virtual load test using two-dimensional Discrete Element Method (DEM) was performed to elucidate the tip bearing mechanism of open-ended steel pipe piles.
Kei Katayama, Takashi Matsushima
semanticscholar   +1 more source

Displacement Pile Group Efficiency Assessment for a Technically and Economically Sustainable Design of Pile Groups in Non-Cohesive Soil

DFI International Bruges Conference Proceedings Book 2025
Motivated by field investigations on driven precast piles, this paper presents the results of large-scale physical test series involving a 3 x 3 displacement pile group with a pile spacing of 3∙D in medium-dense sand.
F. Mitlmeier
semanticscholar   +1 more source

Study of the Vertical Bearing Capacity of a Single Pile in Saline Soil Considering Variations in the Shear Stiffness Coefficient

Journal of Testing and Evaluation
A series of laboratory tests were carried out to investigate the vertical bearing capacity of a single pile in saline soil. In addition, an elastic-plastic solution is proposed for an axially loaded single pile considering the variation in the shear ...
Xiao-Lin Cao   +4 more
semanticscholar   +1 more source

Vertical compressive-uplift capacity of fixed offshore PV pile foundations: field test analysis

International Conference on Green Energy, Environment and Sustainable Development
Offshore photovoltaic (PV) technology is emerging as a crucial direction in the global energy transition due to its high-power generation efficiency and significant environmental benefits.
Xianlin Jia   +3 more
semanticscholar   +1 more source

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