Pile Setup in Cohesive Soil. I: Experimental Investigation
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[1] Robert G. Lukas,et al. Contribution of Soil Freeze to Pile Capacity , 1989 .
[2] Paul W. Mayne,et al. Stress-strain-strength-flow parameters from enhanced in-situ tests , 2001 .
[3] Bengt H. Fellenius,et al. Pile Dynamics in Geotechnical Practice—Six Case Histories , 2002 .
[4] Lars O. Soderberg,et al. Consolidation Theory Applied to Foundation Pile Time Effects , 1962 .
[5] Mark Randolph,et al. DRIVEN PILES IN CLAY - THE EFFECTS OF INSTALLATION AND SUBSEQUENT CONSOLIDATION , 1979 .
[6] Sri Sritharan,et al. Current Design and Construction Practices of Bridge Pile Foundations with Emphasis on Implementation of LRFD , 2010 .
[7] Sri Sritharan,et al. Development of LRFD design procedures for bridge piles in Iowa : field testing of steel H-piles in clay, sand, and mixed soils and data analysis (volume II). , 2011 .
[8] James H. Long,et al. Measured Time Effects for Axial Capacity of Driven Piling , 1999 .
[9] Halil Ceylan,et al. Identification of Practices, Design, Construction, and Repair Using Trenchless Technology , 2010 .
[10] M. Davisson. High capacity piles , 1972 .
[11] Sri Sritharan,et al. Pile Setup in Cohesive Soil. II: Analytical Quantifications and Design Recommendations , 2013 .
[12] J. H. Long,et al. Measured and Predicted Capacity of H-Piles , 2002 .
[13] P. Robertson,et al. SPT-CPT CORRELATIONS , 1983 .