Depth (m) 0-2.2 2.2-6.1 6.1-11.5 11.5-30.0 Soil classification Stiff clayed silt (CL) Stiff silty clay (CL) Very stiff sandy clay (CL) Very stiff sandy clay (CL) Undrained shear strength su 70 85 120 180 The groundwater table is at a depth of 50 m. No onsite static load test data is ava the soil conditions are uniform, and the site characterization program was average factor of safety for the drilled shaft is 3.0. Compute the allowable downward capac each shaft.

Depth (m) 0-2.2 2.2-6.1 6.1-11.5 11.5-30.0 Soil classification Stiff clayed silt (CL) Stiff silty clay (CL) Very stiff sandy clay (CL) Very stiff sandy clay (CL) Undrained shear strength su 70 85 120 180 The groundwater table is at a depth of 50 m. No onsite static load test data is ava the soil conditions are uniform, and the site characterization program was average factor of safety for the drilled shaft is 3.0. Compute the allowable downward capac each shaft.

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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