Q1: Classify the below soil accordingto Unified Soil Classification System(USCS) and the AASHTO System.Sieve No.sievepass %65Diameter44.751052161.1840300.626400.42521600.25142000.07510And the Liquid Limit (LL) = 35 , Plastic Limit (PL) = 181009080706050403020100.010.110Sieve Dia mm% Buyssed

Draw the figure. From the graph D10 = 0.075 mm, D30 = 0.77 mm, and D60 = 3.5 mm

Q1: Classify the below soil according to Unified Soil Classification System (USCS) and the AASHTO System. sieve Diameter Sieve No. pass % 65 4. 4.75 10 52 16 1.18 40 30 0.6 26 40 0.425 21 60 0.25 14 200 0.075 10 And the Liquid Limit (LL) = 35, Plastic Limit (PL) = 18 100 90 80 70 60 50 40 30 20 10 0.01 0.1 10 Sieve Dia mm % Bujssed

Q1: Classify the below soil according to Unified Soil Classification System (USCS) and the AASHTO System. sieve Diameter Sieve No. pass % 65 4. 4.75 10 52 16 1.18 40 30 0.6 26 40 0.425 21 60 0.25 14 200 0.075 10 And the Liquid Limit (LL) = 35, Plastic Limit (PL) = 18 100 90 80 70 60 50 40 30 20 10 0.01 0.1 10 Sieve Dia mm % Bujssed

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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