Foundation Engineering Exercise xO File | C:/Users/CABALAG/Downloads/Foundation%20Engineering%20Exercise%20N0%201.pdfO Page viewA Read aloudT Add textV Draw9 HighlightO Erase2of 23. From the given table below, Determine the percentage of gravel, sand and silt and clay.% passing sieveNo. 4No.40Soil ASoil B8436.5No. 20018.81003:43 PMO 30°C Rain showersA ô 4) D ENG11/23/2021

To Find :- % of gravel, sand, silt and clay Given data:- For Soil A…

Answered: 3. From the given table below,…

3. From the given table below, Determine the percentage of gravel, sand and silt and clay. % passing sieve Soil A Soil B No. 4 84 No.40 36.5 No. 200 18.8 100

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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Foundation Engineering Exercise x
O File | C:/Users/CABALAG/Downloads/Foundation%20Engineering%20Exercise%20N0%201.pdf
O Page view
A Read aloud
T Add text
V Draw
9 Highlight
O Erase
2
of 2
3. From the given table below, Determine the percentage of gravel, sand and silt and clay.
% passing sieve
No. 4
No.40
Soil A
Soil B
84
36.5
No. 200
18.8
100
3:43 PM
O 30°C Rain showers
A ô 4) D ENG
11/23/2021

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4. The result of sieve analysis of three soils is given. It is required to classify these soils according to the AASHTO Classification system. Sieve No. 4 8 10 20 40 60 100 200 LL PL Diam. (mm) 4.760 2.380 2.000 0.840 0.420 0.250 0.149 0.074 SIEVE ANALYSIS Soll A 85 80 68 62 52 48 38 25 42 33 Percent Passing Soil B 98 90 85 78 62 55 50 45 45 37 Soil C 100 95 88 75 60 52 40 34 38 18
Data shown is to be classified according to the USDA textural classification system. Determine the following: 1. Classification of soil A. 2. Classification of soil B. 3. Classification of soil C. 4. Classification of soil D.
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a. determine the coefficient of curvature b. determine the coefficient of uniformity 500 grams of dry soil was tested for grain size analysis and the following observations were recorded. Opening Size (mm) Mass Retained (g) 2 10 1.4 18 1 60 0.5 135 0.25 145 0.125 56 0.075 45 Pan 31