test the depth were 13, ively. hammer was a US donut hammer. The borehole diameter was 8" and a standard sampler was used. The soil was observed to be well graded coarse sand. The groundwater table was observed at a depth of 10 ft below the ground surface. (a) Determine the corrected N60 and (N1)60 Values (b) Using (N1)60 value obtained in part (a), calculate the relative density of the sand (OCR = 1.5, age of soil is 400 years) %3D

test the depth were 13, ively. hammer was a US donut hammer. The borehole diameter was 8" and a standard sampler was used. The soil was observed to be well graded coarse sand. The groundwater table was observed at a depth of 10 ft below the ground surface. (a) Determine the corrected N60 and (N1)60 Values (b) Using (N1)60 value obtained in part (a), calculate the relative density of the sand (OCR = 1.5, age of soil is 400 years) %3D

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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