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1
Published in 2020 at "Acta Geotechnica"
DOI: 10.1007/s11440-020-01051-2
Abstract: Shaft resistance generally dominates at the service loads of rock-socketed piles and therefore is always a topic of large research interest. This paper reviews the research progress that has been made in the last four…
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Keywords:
rock socketed;
research;
rock;
shaft resistance ... See more keywords
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1
Published in 2019 at "Arabian Journal of Geosciences"
DOI: 10.1007/s12517-019-4320-5
Abstract: The static drill rooted nodular pile is a new type of pile foundation which consists of precast nodular pile and the cemented soil along the pile shaft. The pile foundation not only reduces the compacting…
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Keywords:
new type;
resistance softening;
model;
pile ... See more keywords
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1
Published in 2017 at "Computers and Geotechnics"
DOI: 10.1016/j.compgeo.2017.03.008
Abstract: Abstract A simple semi-hyperbolic state-dependent constitutive model for sand-structure interfaces is proposed. The model formulation is consistent with critical state soil mechanics since void ratio evolves continuously with shear strain from initial state towards asymptotic…
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Keywords:
state;
model;
critical state;
shaft resistance ... See more keywords
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3
Published in 2023 at "Canadian Geotechnical Journal"
DOI: 10.1139/cgj-2022-0102
Abstract: Excessive settlements or failure of piles observed in some Brazilian unsaturated soil sites indicate that the shaft resistance can vary with the seasonal variability of topsoil water content, especially in the case of foundations of…
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Keywords:
unsaturated soil;
shaft resistance;
cfa piles;
soil ... See more keywords
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1
Published in 2022 at "Symmetry"
DOI: 10.3390/sym14010107
Abstract: Rigid-flexible composite pouch piles with expanded bottom (RFCPPEB) are generally considered as new symmetrical piles in practical engineering, but their bearing characteristics and design method are still not completely understood. The objective of this study…
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Keywords:
rfcppeb;
shaft resistance;
vertical bearing;
bearing ... See more keywords