Subject = geotechnical engineering Q 02:(a) Sieve and hydrometer analysis for two soils are given in the following, calculate theamount of Gravel Sand and Clay according to AAHTO and Unified Soil Classificationsystem for both soils. Also mention which soil is coarse soil in this case and why?Soil 1Diameter orSoil 2Diameter or SieveMassRetainedMassRetained (g)Sieve No.No.(g)% in½ in% in½ in# 4#10# 20# 40#415.4861.92112.2349.8051.10#10# 20# 40SieveAnalysis#6030.1#60#100#20036.4#10050.3123.1#20027.09Pan290.3Pan19.23No hydrometer analysisDiameter% Finer(µm)45HydrometerAnalysis61104237271

American Association of State Highway and Transport Officials (AASHTO) and Unified soil…

Soil 1 Diameter or Sieve No. Mass Retained Soil 2 Diameter or Sieve No. Mass Retained (g) (g) % in ½ in # 4 % in % in #10 # 20 # 40 #4 # 10 # 20 # 40 # 60 15.48 61.92 112.23 49.80 Sieve Analysis 51.10 50.31 #60 #100 # 200 Pan 30.1 36.4 23.1 290.3 # 100 #200 Pan No hydrometer analysis 27.09 19.23 Diameter % Finer Hydrometer Analysis (um) 45 10 61 42 37 27 1

Soil 1 Diameter or Sieve No. Mass Retained Soil 2 Diameter or Sieve No. Mass Retained (g) (g) % in ½ in # 4 % in % in #10 # 20 # 40 #4 # 10 # 20 # 40 # 60 15.48 61.92 112.23 49.80 Sieve Analysis 51.10 50.31 #60 #100 # 200 Pan 30.1 36.4 23.1 290.3 # 100 #200 Pan No hydrometer analysis 27.09 19.23 Diameter % Finer Hydrometer Analysis (um) 45 10 61 42 37 27 1

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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