Tunneling beneath driven or jacked end-bearing piles in sand

By Marshall Alec M.   Mair Robert J.  

Canadian Geotechnical Journal, Vol. 48, Iss. 12, 2011-12 ,pp. : 1757-1771

NRC Research Press

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Cone penetration test (CPT) methods for end-bearing assessment of open- and closed-ended driven piles in siliceous sand

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Canadian Geotechnical Journal, Vol. 45, Iss. 8, 2008-08 ,pp. : 1130-1141

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Effect of spatial correlation of standard penetration test (SPT) data on bearing capacity of driven piles in sand

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Canadian Geotechnical Journal, Vol. 49, Iss. 4, 2012-04 ,pp. : 394-402

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Prediction of friction capacity of driven piles in clay using the support vector machine

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Canadian Geotechnical Journal, Vol. 45, Iss. 2, 2008-02 ,pp. : 288-295

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Reliability-based calibration of resistance factors for static bearing capacity of driven steel pipe piles

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Canadian Geotechnical Journal, Vol. 47, Iss. 5, 2010-05 ,pp. : 528-538

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