EBK FOUNDATION DESIGN
3rd Edition
ISBN: 9780133424478
Author: CODUTO
Publisher: YUZU
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Textbook Question
Chapter 3, Problem 3.8QPP
A vertical load of 20 k is applied to a
a. Compute the induced vertical stress,
b. Compute the induced vertical stress,
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Question IV (30%):
A 22 m thick normally consolidated clay layer has a
load of 150 kPa applied to it over a large areal extent. The clay layer is located below a
3.5 m thick granular fill (p= 1.8 Mg/m³). A dense sandy gravel is found below the clay.
The groundwater table is located at the top of the clay layer, and the submerged density
of the clay soil is 0.95 Mg/m³. Consolidation tests performed on 2.20 cm thick doubly
drained samples indicate the time for 50% consolidation completed as t50 = 10.5 min for
a load increment close to that of the loaded clay layer. Compute the effective stress in
the clay layer at a depth of 16 m below the ground surface 3.5 years after the
application of the load.
13-3. Use the moment-distribution method to determine
the moment at each joint of the symmetric bridge frame.
Supports at F and E are fixed and B and C are fixed
connected. Use Table 13-2. The modulus of elasticity is
constant and the members are each 0.25 m thick. The
haunches are parabolic.
*13-4. Solve Prob. 13-3 using the slope-deflection equations.
13
0.5 m
1 m
64 kN/m
D
BC
1.5 m 2.25 m 2 m 6.25 m
-0.5 m
E
-7.5 m
-10 m-
-7.5 m.
Probs. 13-3/4
Chapter 3 Solutions
EBK FOUNDATION DESIGN
Ch. 3 - Explain the difference between moisture content...Ch. 3 - A certain saturated sand has a moisture content...Ch. 3 - Consider a soil that is being placed as a fill and...Ch. 3 - A sample of soil has a volume of and a weight of...Ch. 3 - A site is underlain by a soil that has a unit...Ch. 3 - The sub-surface profile at a certain site is shown...Ch. 3 - A vertical load of 300 kN is applied to a area at...Ch. 3 - A vertical load of 20 k is applied to a area at...Ch. 3 - 3m3m footing is to be built on the surface of a 15...Ch. 3 - A 3 ft square footing carries a sustained load of...
Ch. 3 - A 2m thick fill is to be placed on the soil shown...Ch. 3 - Estimate the effective friction angle of the...Ch. 3 - Explain the difference between the drained...Ch. 3 - A soil has c=5 kPa and =32. The effective stress...Ch. 3 - A footing with an embedment of 2 m is embedded in...Ch. 3 - Prob. 3.16QPPCh. 3 - Prob. 3.17QPPCh. 3 - A 9 ft thick fill is to be placed on the soil...
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