Depth (ft) 0-10.0 10.0-16.5 16.5-35.0 35.0-65.0 Soil classification Silty sand (SM) Sandy silt (ML) Fine to medium sand (SW) Well-graded sand (SW) Friction angle ' (deg) 33 31 35 37 Relative density Dr 40% 50% 62% 68% N60 12 16 30 35 Unit weight y (1b/ft³) 100 110 125 126 The groundwater table is at a depth of 15 ft and all of the strata may be assumed to be normally consolidated. These piles have been designed without the benefit of any onsite static load tests, dynamics tests, or indicator piles, but a wave equation analysis has been performed. The factor of safety for downward loading is 2.75, and the factor of safety for upward loading is 5.5. Compute the allowable downward and upward load capacities of each pile.
Depth (ft) 0-10.0 10.0-16.5 16.5-35.0 35.0-65.0 Soil classification Silty sand (SM) Sandy silt (ML) Fine to medium sand (SW) Well-graded sand (SW) Friction angle ' (deg) 33 31 35 37 Relative density Dr 40% 50% 62% 68% N60 12 16 30 35 Unit weight y (1b/ft³) 100 110 125 126 The groundwater table is at a depth of 15 ft and all of the strata may be assumed to be normally consolidated. These piles have been designed without the benefit of any onsite static load tests, dynamics tests, or indicator piles, but a wave equation analysis has been performed. The factor of safety for downward loading is 2.75, and the factor of safety for upward loading is 5.5. Compute the allowable downward and upward load capacities of each pile.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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