Soil course A standard penetration test (SPT) was performed at adepth of 6.85 ft below the ground surface in a siltysandy soil. Geotechnical tests show the unit weightto of the soil to be 141.0 lb/ft³. The blow countsrecorded using a 24 in. sampler were 13/15/20/16.RequiredDetermine the corrected N-value using the CNmethod, to the nearest whole number.

Given- Depth d=6.85 ft, Unit weight of the soil- γ=141 lb/ft3, Blows count = 13, 15, 20, & 16.…

A standard penetration test (SPT) was performed at a depth of 6.85 ft below the ground surface in a silty sandy soil. Geotechnical tests show the unit weight to of the soil to be 141.0 lb/ft3. The blow counts recorded using a 24 in. sampler were 13/15/20/16. Required Determine the corrected N-value using the CN method, to the nearest whole number.

A standard penetration test (SPT) was performed at a depth of 6.85 ft below the ground surface in a silty sandy soil. Geotechnical tests show the unit weight to of the soil to be 141.0 lb/ft3. The blow counts recorded using a 24 in. sampler were 13/15/20/16. Required Determine the corrected N-value using the CN method, to the nearest whole number.

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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