Results 11 to 20 of about 17,411,117 (298)

Pile–Soil Interaction and Group Pile Effect in Composite Foundation Under Different Pile Length Conditions

open access: yesBuildings
With the rapid development of urbanization and infrastructure construction, the requirements for the foundation design of high-rise buildings and large bridges are increasing.
Dongliang He   +3 more
doaj   +2 more sources

Dynamic Responses of Embedded Rock Pile Groups due to Rock Burst considering Coupled Pile-to-Pile Interaction [PDF]

open access: yesLithosphere, 2022
This note presents an analytical solution to investigate the dynamic behavior of pile groups of embedded rock due to rock burst, which takes into account the interaction between piles. The energy generated by the rock burst propagates through the soil in
Xiaolin Cao   +3 more
doaj   +2 more sources

Calculation of ultimate bearing capacity and analysis of bearing characteristics for pile group foundation to underlying offset cave. [PDF]

open access: yesPLoS ONE
Based on the pile group effect and the principle of limit analysis, a equation is derived for calculating the ultimate bearing capacity of pile group foundations under the condition of offset karst caves beneath. Relying on the pile foundation project in
Yan Zhao   +9 more
doaj   +2 more sources

Field investigation of the effect of installation method on the shaft resistance of piles in clay [PDF]

open access: yes, 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
core   +1 more source

Application of Numerical Method in Assessing the Variations in Pile Group Efficiency under Different Circumstances [PDF]

open access: yesComputational Engineering and Physical Modeling, 2022
Rapid urbanization creates a demand to expand the cities where using pile foundation became a recurrent practice. To ensure sustainability of projects pile load tests are important but may not be always feasible in terms of costing, on-site constrains ...
Taskid Asif   +4 more
doaj   +1 more source

Temperature response functions (G-functions) for single pile heat exchangers [PDF]

open access: yes, 2013
Foundation piles used as heat exchangers as part of a ground energy system have the potential to reduce energy use and carbon dioxide emissions from new buildings. However, current design approaches for pile heat exchangers are based on methods developed
Loveridge, F.A.   +3 more
core   +1 more source

Development of Simulation Based p-Multipliers for Laterally Loaded Pile Groups in Granular Soil Using 3D Nonlinear Finite Element Model

open access: yesApplied Sciences, 2020
The behavior of laterally loaded pile groups is usually accessed by beam-on-nonlinear-Winkler-foundation (BNWF) approach employing various forms of empirically derived p-y curves and p-multipliers.
Muhammad Bilal Adeel   +3 more
doaj   +1 more source

Analysis of a rapid load test on an instrumented bored pile in clay [PDF]

open access: yes, 2006
Rapid load testing methods for piled foundations are generally easier and quicker to mobilise than classic static tests, and are less complex to analyse than dynamic load tests.
Brown, M. J.; id_orcid   +2 more
core   +1 more source

G-Functions for multiple interacting pile heat exchangers [PDF]

open access: yes, 2014
Pile heat exchangers – where heat transfer pipes are cast into the building piled foundations – offer an opportunity to use ground energy systems without the additional construction costs related to the provision of special purpose heat exchangers ...
Loveridge, F.A.   +3 more
core   +1 more source

Pile heat exchangers: thermal behaviour and interactions [PDF]

open access: yes, 2013
Thermal piles – that is structural foundation piles also used as heat exchangers as part of a ground energy system – are increasingly being adopted for their contribution to more sustainable energy strategies for new buildings.
Loveridge, F.A.   +3 more
core   +1 more source

Home - About - Disclaimer - Privacy