Two points on a curve for a normally consolidated clay have the following coordinates. Point 1 : e1 = 0.7, Pl = 2089 lb/ft2 ;Point 2 e2 = 0.6, p2 = 6266 lb/ft2. If the average overburden pressure on a 20 ft thick clay layer is 3133 lb/ft2, how much settlement in inches will the clay layer experience due to an induced stress of 3340 lb/ft2 at its mid-depth. a.9.55 b.24.32 c.12.93 d.17.15
Two points on a curve for a normally consolidated clay have the following coordinates. Point 1 : e1 = 0.7, Pl = 2089 lb/ft2 ;Point 2 e2 = 0.6, p2 = 6266 lb/ft2. If the average overburden pressure on a 20 ft thick clay layer is 3133 lb/ft2, how much settlement in inches will the clay layer experience due to an induced stress of 3340 lb/ft2 at its mid-depth. a.9.55 b.24.32 c.12.93 d.17.15
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Two points on a curve for a normally consolidated clay have the following coordinates. Point 1 : e1 = 0.7, Pl = 2089 lb/ft2 ;Point 2 e2 = 0.6, p2 = 6266 lb/ft2. If the average overburden pressure on a 20 ft thick clay layer is 3133 lb/ft2, how much settlement in inches will the clay layer experience due to an induced stress of 3340 lb/ft2 at its mid-depth.
a.9.55
b.24.32
c.12.93
d.17.15
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