From the given data, shows a sieve analysis of soil samples A and B. Classify the soil according to AASHTO Method. Sieve No. Diameter (mm) Percent Passing (Percent Finer) Soil Sample A Soil Sample B 4 4.76 100 100 8 2.38 90 100 10 2.00 77 78 20 0.84 59 92 40 0.42 51 84 60 0.25 42 79 100 0.149 35 70 200 0.074 33 63 Characteristics of – 40 fraction LL 46 47 PL 29 24

From the given data, shows a sieve analysis of soil samples A and B. Classify the soil according to AASHTO Method. Sieve No. Diameter (mm) Percent Passing (Percent Finer) Soil Sample A Soil Sample B 4 4.76 100 100 8 2.38 90 100 10 2.00 77 78 20 0.84 59 92 40 0.42 51 84 60 0.25 42 79 100 0.149 35 70 200 0.074 33 63 Characteristics of – 40 fraction LL 46 47 PL 29 24

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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The results of the sieve analysis of soil A is tabulated below. Classify the soil according to AASHTO classification system and unified soil classification systems (USCS). Diameter (mm) 4.75 2.0 0.85 0.425 0.150 0.075 LL PL % Passing 100 93 85 80 55 50 18 70
The results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil A 4 4.760 96 6 2.380 91 10 2.000 89 20 0.840 85 40 0.420 81 60 0.250 78 100 0.149 67 200 0.074 64 LL 40 PL 30 Determine its classification using USCS. ML MH None of the above CL CH
The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Sieve No. Diameter Percent Passing 4 4.760 100 6 2.380 91 10 2.000 88 20 0.840 76 40 0.420 55 60 0.250 50 100 0.150 47 200 0.075 46 Characteristics of No. 40 Fraction LL 50 PL 34
Subject: Geotechnical Engineering
A sieve analysis of a soil sample of weight (400 g) was performed and the results were as follows. Required 1-Find the% passing and plot the gradient gradient. 2-Find the regularity coefficient and the Cu gradient
Question 44 The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Tables are provided below. Sieve No. Diameter (mm) Percent Passing No. 4 No. 8 No. 10 No. 20 4.760 96 2.380 80 2.000 78 0.840 61 No. 40 0.420 56 No. 60 0.250 48 No. 100 0.150 39 No. 200 0.075 33 Characteristics of No. 40 Fraction LL 45 PL 36 General classification Granular materials (35% or less of total sample passing No. 200) A-I A-2 Group classification A-l-a A-1-5 A3 A-24 A-25 A-2-6 A-2-7 Sieve analysis (percent passing) No. 10 No. 40 No. 200 50 max. 30 max. 15 max. 50 max. 25 max. 51 min. 10 max. 35 max. 35 max. 35 max. 35 max. Characteristics of fraction passing No. 40 Liquid limit Plasticity index 40 max. 41 min. 40 max. 41 min. 6 max. NP 10 max. 10 max. 11 min. 11 min. Usual types of significant Stone fragments, gravel, and sand Fine Silty or clayey gravel and sand sand
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MY REGISTRATION NO. IS 120 REG NO.120 SIR,PLS GIVE ME PROPER AND CORRECT WITH FULL DETAILS. THANKS
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