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https://www.sciencedirect.com/science/article/pii/S0038080615001717
Pile B1 was also concreted on the same day as excavation and is only different from pile P1 in terms of the type of support fluid used. All the test piles had an embedded length of 27 m and a stick-up length of 0.5 m. The nominal diameter was 1.2 m but the outside diameter for the top 8 m was 1.26 m due to the use of a temporary surface casing ...Cited by: 5
https://www.fps.org.uk/content/uploads/2017/01/Bentonite-Jan-2006.pdf
sides of the excavations to prevent loss of fluid into the ground and provide a surface layer against which the pressure of the fluid can act in order to resist external pressures from the soil and groundwater. Bentonite support fluids are also widely used in the construction of large diameter bored piles.
https://ascelibrary.org/doi/full/10.1061/%28ASCE%29CF.1943-5509.0000756
Apr 02, 2016 · The Marsh funnel viscosity of the support fluids, measured prior to use, were 70, 69, and 34 s for Piles P1, P2, and B1 respectively. The only difference between Piles P1 and P2 was their soil–fluid exposure time; the bore of Pile P1 was left open under fluid support for 7.5 h whereas Pile P2 was open for 26 h.
https://www.researchgate.net/publication/260793588_Effects_of_polymer_and_bentonite_support_fluids_on_concrete-sand_interface_shear_strength
Support fluids are widely used for the construction of deep bored piles and diaphragm walls. Specifications for the use of these fluids vary, and a thorough understanding of their effect on pile ...
https://www.research.manchester.ac.uk/portal/files/29085575/POST-PEER-REVIEW-PUBLISHERS.PDF
bentonite support fluids on pile performance, to assess the effect of extended bore open time for the polymer piles, and to quantify the effect of support fluid contamination on the hardened properties of concrete. It was found that the two polymer piles significantly outperformed the bentonite pile under the maximum proof load, and that no adverse
https://www.researchgate.net/publication/274765559_Construction_techniques_for_bored_piling_in_sand_using_polymer_fluids
Construction techniques for bored piling in sand using polymer fluids ... transient viscoelasticity of a polymer support fluid. It is found that over the shear-rate range measurable with the Fann ...
https://www.pilebuck.com/software/faq/
When more than one support is present, the toe and load on the lowest frame are found by considering the lowest span as a singly supported wall. Loads on the frames above the lowest are found using the current load model. The load model can be by a) Area Distribution (as described in the Sheet Pile Design by Pile Buck) or b) the Hinge Method.
https://link.springer.com/article/10.1186%2Fs40703-016-0026-7
Sep 27, 2016 · Physical modelling of pile is done to find out the uplift capacity of bored pile, for that modelled pile is bored without use of drilling fluid and by using different % of bentonite and different % of polymer separately and pull out test is performed on the fabricated test set up.Cited by: 2
http://soilmec.com.au/wp-content/uploads/2017/06/Technology-Bored-Piles-Soilmec-Technology.pdf
TECHNOLOGY Bored Piles. Bored pile technology dates back to the beginning of the last century Nowadays, with increasingly powerful equipment ... WITH CASING SUPPORT Segmental casing is used as a temporary or ... for the fluid concrete to be placed. The temporary
https://www.research.manchester.ac.uk/portal/files/33805679/FULL_TEXT.PDF
Polymer systems for fluid supported excavations Stephan Jefferis, Environmental Geotechnics, Viv Troughton, Stent Foundations, ... • economy including improving pile performance by reducing overbreak ... economy, a well designed and maintained support fluid can pay for itself and much more if overbreak is reduced or if the pile length can ...Cited by: 1
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