A drilled shaft is constructed in a uniform clay layer of 40 ft. and tipped in a uniform, dense sand layer with N60 of 30. The drilled shaft has a diameter of 3 ft. and embedded length is 40 ft. Assume a total unit weight of 125 pcf for clay and 120 pcf for sand. The water table is at a depth of 15-ft. The unit weight of clay below water table is 125 pef as well. The clay layer has undrained shear strength of 2 ksf. Assume depth of zone of seasonal moisture change to be 5-ft. Find the ultimate load capacity of the drilled shaft. Use alpha method for clay and beta method for sand. Clay y= Ysat=125 pcf c,=2 ksf 15 ft Water table 40 ft Dense sand: N0=30; Ysat=120 pcf
A drilled shaft is constructed in a uniform clay layer of 40 ft. and tipped in a uniform, dense sand layer with N60 of 30. The drilled shaft has a diameter of 3 ft. and embedded length is 40 ft. Assume a total unit weight of 125 pcf for clay and 120 pcf for sand. The water table is at a depth of 15-ft. The unit weight of clay below water table is 125 pef as well. The clay layer has undrained shear strength of 2 ksf. Assume depth of zone of seasonal moisture change to be 5-ft. Find the ultimate load capacity of the drilled shaft. Use alpha method for clay and beta method for sand. Clay y= Ysat=125 pcf c,=2 ksf 15 ft Water table 40 ft Dense sand: N0=30; Ysat=120 pcf
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter10: Drilled-shaft Foundations
Section: Chapter Questions
Problem 10.9P
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![A drilled shaft is constructed in a uniform clay layer of 40 ft. and tipped in a uniform,
dense sand layer with N60 of 30. The drilled shaft has a diameter of 3 ft. and embedded
length is 40 ft. Assume a total unit weight of 125 pcf for clay and 120 pcf for sand. The
water table is at a depth of 15-ft. The unit weight of clay below water table is 125 pcf as
well. The clay layer has undrained shear strength of 2 ksf. Assume depth of zone of
seasonal moisture change to be 5-ft. Find the ultimate load capacity of the drilled shaft.
Use alpha method for clay and beta method for sand.
Clay
y=Ysat=125 pcf
c,=2 ksf
15 ft
Water table
40 ft
Dense sand: N=30; Ysat=120 pcf](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F48e00f78-e6d7-4350-a800-0472ddefbee6%2F7c3815af-5c30-4d95-b698-e18519beed1a%2Ffa10ldm_processed.png&w=3840&q=75)
Transcribed Image Text:A drilled shaft is constructed in a uniform clay layer of 40 ft. and tipped in a uniform,
dense sand layer with N60 of 30. The drilled shaft has a diameter of 3 ft. and embedded
length is 40 ft. Assume a total unit weight of 125 pcf for clay and 120 pcf for sand. The
water table is at a depth of 15-ft. The unit weight of clay below water table is 125 pcf as
well. The clay layer has undrained shear strength of 2 ksf. Assume depth of zone of
seasonal moisture change to be 5-ft. Find the ultimate load capacity of the drilled shaft.
Use alpha method for clay and beta method for sand.
Clay
y=Ysat=125 pcf
c,=2 ksf
15 ft
Water table
40 ft
Dense sand: N=30; Ysat=120 pcf
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