Using the lambda method, calculate the ultimate shaft capacity (in kN and accurate to four significant figures) for the pile shown. It is a reinforced concrete pile, 400 mm in diameter and 10 m deep. The soil profile consists of one layer of saturated CLAY with a saturated unit weight of 19 kN/m3. The undrained shear strength of this layer varies uniformly from 30 kPa at the surface to 130 kPa at a depth of 10 m. CLAY 10 m Quit (Shaft)
Using the lambda method, calculate the ultimate shaft capacity (in kN and accurate to four significant figures) for the pile shown. It is a reinforced concrete pile, 400 mm in diameter and 10 m deep. The soil profile consists of one layer of saturated CLAY with a saturated unit weight of 19 kN/m3. The undrained shear strength of this layer varies uniformly from 30 kPa at the surface to 130 kPa at a depth of 10 m. CLAY 10 m Quit (Shaft)
Chapter2: Loads On Structures
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Transcribed Image Text:Using the lambda method, calculate the ultimate shaft capacity (in kN and accurate to four significant figures) for the pile shown. It is a reinforced concrete pile, 400
mm in diameter and 10 m deep. The soil profile consists of one layer of saturated CLAY with a saturated unit weight of 19 kN/m3. The undrained shear strength of
this layer varies uniformly from 30 kPa at the surface to 130 kPa at a depth of 10 m.
CLAY
10 m
Quit (Shaft)
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