Prediction of the Shaft Resistance of Pile Sockets |
Seidel, J.P.
(Foundation QA Pty. Ltd. and Associate, Monash Univ., Melbourne, Australia)
Cho, Chun-Whan (Piletech Consulting Engeg. Co. Ltd., Korea,) |
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Analysis of Vertical and Horizontal Resistance Behavior of Cast in situ Concrete Piles in Completely Weathered Granite Gneiss
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Development of In-situ equipment for capacity determinations of deep foundations in Florida limestone
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Empirical strength criterion for rock masses
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Comparison of rock socketed pile design methods for shaft resistance
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Geological considerations.
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Design of socketed drilled shafts in limestone
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DOI |
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A New Approach for the Prediction of Drilled Pier Performance in Rock
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The design and performance of piles socketed into weak rock
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The design of socketed piles in weak rock
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Side resistance of a rock-socketed caisson
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A new improved design method for drilled shaft in rock
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Cyclic Constant Normal Stiffness Direct Shear Testing of Soft Rock
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Constant normal stiffness direct shear testing for socketed pile design in weak rock
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Towards an understanding of joint roughness
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The design and performance of cast-in-situ piles in extensively jointed Silurian mudstone
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Estimating Mohr-Coulomb friction and cohesion values from the Hoek-Brown failure criterion
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DOI ScienceOn |
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The analysis and design of pile shafts in weak rock
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Analytical predictions for side resistance of piles in rock
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Improving the capacity of piles in rock through the use of expansive cement additives
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Design Loadings for Foundations on Shale and Sandstone in the Sydney Region
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31 |
An Experimental Inverstigation into Side Shear for Socketed Piles in Sandstone
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32 |
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33 |
Methods for Improving the Performance of Drilled Piers in Weak Rock
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DOI ScienceOn |
34 |
Case history evaluation of the behaviour of drilled shafts under axial and lateral loading
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35 |
The design of piles socketed into weak rock
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36 |
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37 |
Drilled shaft side resistance in clay soil to rock.
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Settlement of foundations on rock
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The allowable loadings of foundations on shale and Sandstone in the Sydney Region. Part 3. Field Test Results. Paper presented to Sydney Group of Aust.
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40 |
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41 |
Side resistance rock sockets in sandstone, mudstone and shale
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DOI ScienceOn |