Effects of polymer and bentonite support fluids on concrete–sand interface shear strength
Author(s) -
Carlos Lam,
Sibylle Jefferis,
Cédric Martin
Publication year - 2013
Publication title -
géotechnique
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.775
H-Index - 135
eISSN - 1751-7656
pISSN - 0016-8505
DOI - 10.1680/geot.13.p.012
Subject(s) - bentonite , geotechnical engineering , shearing (physics) , materials science , slurry , direct shear test , composite material , shear (geology) , geology
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 shaft resistance has not yet been developed. This paper presents the results of a set of concrete–sand interface shear tests carried out using both polymer and bentonite support fluids, with water as a reference fluid. It was found that polymer fluids had little effect on the interface shear strength when compared with water. Furthermore, in contrast to the results of earlier studies, concrete curing time was found to have little effect on the results. However, when bentonite slurry was used, the interface shear strength was found to decrease approximately linearly with the square root of the filtration time, until the strength of the pure filter cake was reached. This was due to the development of a bentonite filter cake at the interface so that only aggregate protruding through the filter cake made contact with ...
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