d. The ultimate frictional resistance Q₁. [Use Eqs. (12.42) through (12.44), and take K = 1.4 and 8' = 0.60'.] e. The allowable load of the pile (use FS = 4). 3 m 3 m 15 m 381 mm Groundwater table 15.7 kN/m³ Y o' = 32° c' = 0 Ysat 18.2 kN/m³ $' = 32° c' = 0 Ysat = 19.2 kN/m³ $' = 40° c' = 0
d. The ultimate frictional resistance Q₁. [Use Eqs. (12.42) through (12.44), and take K = 1.4 and 8' = 0.60'.] e. The allowable load of the pile (use FS = 4). 3 m 3 m 15 m 381 mm Groundwater table 15.7 kN/m³ Y o' = 32° c' = 0 Ysat 18.2 kN/m³ $' = 32° c' = 0 Ysat = 19.2 kN/m³ $' = 40° c' = 0
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter12: Pile Foundations
Section: Chapter Questions
Problem 12.2P: A 20 m long concrete pile is shown in Figure P12.2. Estimate the ultimate point load Qp by a....
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