no Sieve analysis test on 400 gm of sand was conducted with thefollowing records;Sieve No.814 28 3570100 200 pan2.362 1.168 0.589 0.417 0.295 0.147 0.074MDiameter (mm)Mass retained (gm)60100 7248621830A60160B280342360390Total Retained (gm)% finer85604230 D10 2.5a. What of the values of A, B, C and D.b. Determine the grading characteristics of this soil.c. Classify this soil according to its gradation using USCS method.C

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Answered: a. What of the values of A, B, C and D.…

a. What of the values of A, B, C and D. b. Determine the grading characteristics of this soil. c. Classify this soil according to its gradation using USCS method.

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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