A 500 mm diameter closed-end steel pipe pile is to be driven to a depth of...
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A 500 mm diameter closed-end steel pipe pile is to be driven to a depth of 17 m into the following soil profile. Depth (m) 0-2.0 2.0-6.5 6.5 16.0 16.0 17.5 Soil Classification Silty sand Fine to medium sand Silty sand Well graded sand Unit Weidth, y (kN/m³) 19.0 19.5 19.1 19.8 Friction angle, o' (°) 28 31 29 35 No predrilling or jetting is to be used. The groundwater table is at a depth of 5.5 m. Compute the toe bearing capacity, qnA (Assume E = 36, 124 kPa, and v= 0.25) OCR 4.5 3.5 2.5 1.5 A 500 mm diameter closed-end steel pipe pile is to be driven to a depth of 17 m into the following soil profile. Depth (m) 0-2.0 2.0-6.5 6.5 16.0 16.0 17.5 Soil Classification Silty sand Fine to medium sand Silty sand Well graded sand Unit Weidth, y (kN/m³) 19.0 19.5 19.1 19.8 Friction angle, o' (°) 28 31 29 35 No predrilling or jetting is to be used. The groundwater table is at a depth of 5.5 m. Compute the toe bearing capacity, qnA (Assume E = 36, 124 kPa, and v= 0.25) OCR 4.5 3.5 2.5 1.5
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Related Book For
Income Tax Fundamentals 2013
ISBN: 9781285586618
31st Edition
Authors: Gerald E. Whittenburg, Martha Altus Buller, Steven L Gill
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