Redo Problem 10.1 with the following:Db = 1.75 m γc = 17.8 kN/m3Ds = 1 m γs = 18.2 kN/m3L1 = 6.25 m Φ' = 32°L2 = 2.5 m cu = 32 kN/m2Factor of safety = 4 A drilled shaft is shown in Figure P10.1. Determine the net allowable point bearingcapacity. GivenYe = 15.6 kN/m³Ys = 17.6 kN/m³6' = 35°D, = 2 mD = 1.2 mLj = 6 mL = 3 mFactor of safetyC, = 35 kN/m²3 Silty clayDsYcСиSandYsL2c' = 0Figure P10.1- Dp

The given values according to question are: Db = 1.75 m γc = 17.8 kN/m3Ds = 1 m γs = 18.2 kN/m3L1 =…

Answered: A drilled shaft is shown in Figure…

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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Redo Problem 10.1 with the following:
D_b = 1.75 m γ_c = 17.8 kN/m³
D_s = 1 m γ_s = 18.2 kN/m³
L₁ = 6.25 m Φ' = 32°
L₂ = 2.5 m c_u = 32 kN/m²
Factor of safety = 4

A drilled shaft is shown in Figure P10.1. Determine the net allowable point bearing
capacity. Given
Ye = 15.6 kN/m³
Ys = 17.6 kN/m³
6' = 35°
D, = 2 m
D = 1.2 m
Lj = 6 m
L = 3 m
Factor of safety
C, = 35 kN/m²
3

Silty clay
Ds
Yc
Си
Sand
Ys
L2
c' = 0
Figure P10.1
- Dp

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