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EFFECTS OF PILEEND TYPE
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Analysis of Variance ASCE behavior circumferential strain closed-end piles critical depth Cylinder dense condition dense sand displacement at failure distribution with depth driven piles driving method End type equations experimental F-statistic Foundation Engineering friction angle Friction Sleeve Geotechnical Engineering i i i i initial sand density Installation x Density jacked piles jacking method lateral earth pressure load cells load distribution load transfer Load-Displacement Curves loose and dense loose sand measured method of installation model piles model tests normal stress acting normalized pile displacement open-end piles Phase pile diameter Pile Movement inch pile-end type piles in sand piles placed pipe piles residual axial loads residual loads residual stresses resistance with depth results show Section shear shown in Figure significantly different Soil Mechanics strain gages Table test pit test results Type IV Analysis undisturbed method unit shaft resistance unit skin friction uplift capacity uplift load capacity values Variation Freedom Squares