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12.1 A 1500 kN load was applied on two 20 m long and 500 mm diameter piles that were instrumented for measuring the load variation with depth. a. The variation of frictional resistance per unit area, f), with depth for the first pile is shown in Figure P12.1a. 10 m 5 m z(m) FIGURE P12.1 40 70 (a) f(z) (kN/m²) Soil 1 Soil 2 z(m) Using Eq. (12.9), draw the variation of pile load Qa) with depth. b. The variation of pile load Qa) with depth for the second pile is shown in Figure P12.1b. Using Eq. (12.9), draw the vari- ation of frictional resistance per unit area, f), with depth. 300 800 1500 (b) Q(z) (KN) Soil 1 Soil 2

12.1 A 1500 kN load was applied on two 20 m long and 500 mm diameter piles that were instrumented for measuring the load variation with depth. a. The variation of frictional resistance per unit area, f), with depth for the first pile is shown in Figure P12.1a. 10 m 5 m z(m) FIGURE P12.1 40 70 (a) f(z) (kN/m²) Soil 1 Soil 2 z(m) Using Eq. (12.9), draw the variation of pile load Qa) with depth. b. The variation of pile load Qa) with depth for the second pile is shown in Figure P12.1b. Using Eq. (12.9), draw the vari- ation of frictional resistance per unit area, f), with depth. 300 800 1500 (b) Q(z) (KN) Soil 1 Soil 2

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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12.1 A 1500 kN load was applied on two 20 m long and 500 mm diameter piles that were instrumented for measuring the load variation with depth. a. The variation of frictional resistance per unit area, f), with depth for the first pile is shown in Figure P12.1a. 10 m 5 m z(m) FIGURE P12.1 40 70 (a) f(z) (kN/m²) Soil 1 Soil 2 z(m) Using Eq. (12.9), draw the variation of pile load Qu) with depth. b. The variation of pile load Q) with depth for the second pile is shown in Figure P12.1b. Using Eq. (12.9), draw the vari- ation of frictional resistance per unit area, f), with depth. 300 800 1500 (b) Q(z) (KN) Soil 1 Soil 2
Transcribed Image Text:12.1 A 1500 kN load was applied on two 20 m long and 500 mm diameter piles that were instrumented for measuring the load variation with depth. a. The variation of frictional resistance per unit area, f), with depth for the first pile is shown in Figure P12.1a. 10 m 5 m z(m) FIGURE P12.1 40 70 (a) f(z) (kN/m²) Soil 1 Soil 2 z(m) Using Eq. (12.9), draw the variation of pile load Qu) with depth. b. The variation of pile load Q) with depth for the second pile is shown in Figure P12.1b. Using Eq. (12.9), draw the vari- ation of frictional resistance per unit area, f), with depth. 300 800 1500 (b) Q(z) (KN) Soil 1 Soil 2
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