Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN: 9781337705028
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 13, Problem 13.4P

Determine the ultimate load-carrying capacity of the drilled shaft shown in Figure P13.4, using the Reese and O’Neill (1989) method.

Chapter 13, Problem 13.4P, Determine the ultimate load-carrying capacity of the drilled shaft shown in Figure P13.4, using the

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Q3 (a) A core sample of granite was drilled at 1.5 m length at Muar. Based on the rock core sample as shown in Figure Q3(a), determine the Total Core Recovery (TCR), Solid Core Recovery (SCR) and Rock Quality Designation (RQD).
A free-headed drilled shaft, shown in Figure 4, has an elastic modulus, Ep = 20,000 MPa. M, = 880 kN m Q = 245 kN, Sand at = 19 kN/m3 O' = 34° 1.2 m Figure 4 (a) Determine the ground line deflection, x.
Figure P10.7 shows a drilled shaft without a bell. Assume the following values:L1 = 6 m cu(1) = 50 kN/m2L2 = 7 m cu(2) = 75 kN/m2Ds = 1.5 mDetermine:a. The net ultimate point bearing capacity [use Eqs. (10.33) and (10.34)]b. The ultimate skin friction [use Eqs. (10.37) and (10.39)]c. The working load Qw (factor of safety = 3)
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