Sieve size (mm) Mass retained Sieve no. (grams) 3/8" 9.53 4.75 310 10 580 20 0.84 380 60 0.25 260 200 0.074 680 Pan 210 a. Calculate the percent finer for each sieve size to determine soil particle distributio b. Determine the percentages of gravel, sand and Fines (silt and clay) according to th system. Gravel Sand Silt Clay AASHTO 76.2 to 2. 2 to 0.075. 0.075 to 0.002. <0.002 4.

Sieve size (mm) Mass retained Sieve no. (grams) 3/8" 9.53 4.75 310 10 580 20 0.84 380 60 0.25 260 200 0.074 680 Pan 210 a. Calculate the percent finer for each sieve size to determine soil particle distributio b. Determine the percentages of gravel, sand and Fines (silt and clay) according to th system. Gravel Sand Silt Clay AASHTO 76.2 to 2. 2 to 0.075. 0.075 to 0.002. <0.002 4.

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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