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gure o. listallation of geotextile for soll reintoreement 1.10 A pile is installed into the sandy profile. The pile diameter is 1 m. Calculate the unit frictional resistance (f) at the depth of 10 m (kN/m?). Effective earth pressure coefficient ilo friction angle is 0 86'. (6

gure o. listallation of geotextile for soll reintoreement 1.10 A pile is installed into the sandy profile. The pile diameter is 1 m. Calculate the unit frictional resistance (f) at the depth of 10 m (kN/m?). Effective earth pressure coefficient ilo friction angle is 0 86'. (6

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1.10 A pile is installed into the sandy profile. The pile diameter is 1 m. Calculate the unit frictional resistance (f) at the depth of 10 m (kN/m²). Effective earth pressure coefficient (K) is the coefficient of earth pressure at rest (K.). The soil-pile friction angle is 0.86'. (6 points): (A) 24.5 (B) 15.8 (C) 92.4 (D) 68.6 Y = 15.7 kN/m³ 6' = 32° c' = 0 3 m v Groundwater table Ysat = 18.2 kN/m? d' = 32° c' = 0 3 m Ysat = 19.2 kN/m d' = 40° d = 0 15 m Figure 9. A pile installed in a sandy profile.
Transcribed Image Text:1.10 A pile is installed into the sandy profile. The pile diameter is 1 m. Calculate the unit frictional resistance (f) at the depth of 10 m (kN/m²). Effective earth pressure coefficient (K) is the coefficient of earth pressure at rest (K.). The soil-pile friction angle is 0.86'. (6 points): (A) 24.5 (B) 15.8 (C) 92.4 (D) 68.6 Y = 15.7 kN/m³ 6' = 32° c' = 0 3 m v Groundwater table Ysat = 18.2 kN/m? d' = 32° c' = 0 3 m Ysat = 19.2 kN/m d' = 40° d = 0 15 m Figure 9. A pile installed in a sandy profile.
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