The Following results were obtained From a standard Compaction test on a Soil:Soil MechanicsThe volume of Gs 2.7Buls uint wight (ksu/m) 20.421, 2821. 63 21.44 20.18 2o.4811.212.91416.3 18.8 20.5Water content (%)* plot the dry density/water content curve and give the optimummiosture content and maximum dry densityof the soiloiw Mp lot the Lines of Zero5 % and 10% air Voids, Lines不

Given specific gravity of soil G = 2.7 Plot dry density vs water content Water content corresponding…

The Following results were obtained From a standard Compaction test on a Soil: Soil Mechanics The volume of Gss 2.7 Buls uint wight C(ksulm) 20.4 21, 28 21. 63 21.44 20.18 20.48 Water content (%) 11.2 12.9 14 16.3 18.8 20o.5 * plot the dry donsity/water content curve and give the optimum miosture content and maximum dry density of the soil * p lot the of zero 5 % and 10% dir Voids, Lines No mino

The Following results were obtained From a standard Compaction test on a Soil: Soil Mechanics The volume of Gss 2.7 Buls uint wight C(ksulm) 20.4 21, 28 21. 63 21.44 20.18 20.48 Water content (%) 11.2 12.9 14 16.3 18.8 20o.5 * plot the dry donsity/water content curve and give the optimum miosture content and maximum dry density of the soil * p lot the of zero 5 % and 10% dir Voids, Lines No mino

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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in a partially saturated soil e (void ratio) = 1.2; w = 30%; Ss = 2.66; calculate the γm(specific gravity of soil mass) and γd (dry specific weight of sample) of said soil. complete the diagram show in the image. I WILL RATE IT.
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A modified Proctor compaction test was carried out using a cylindrical moldwith a 1000 ml volume. Table 2 summarizes the results.a. Plot the compaction and ZAV curves (RD=2.75 and ρwater=1000 kg/m3).b. Determine the maximum dry density and the optimum moisture content.
PROBLEM 13: A soil sample has a maximum dry unit weight of 125 Ib/ft?. If the sample has wet unit weight of 135 Ib/ft?, Gs =2.65, moisture content w =11%. Compute the percent compaction in the field a. 97.3% C. 89.67% b. 94.13% d. 93.23%
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Q2) Classify a soil using USCS from the following information: 75% of the material is retained on the sieve No.200. less than of the percent above and more than 50%, is passing on the sieve No.4. L.L. 35% and P.L.= 29% D10 0.18mm, D30 = 0.88mm, and D60 = 1.12mm d)
The data in the table below was gotten from modified Proctor test for a soil sample having Gs=2.62 19 1 14 12 10 (%) w 23 0.92 0.88 0.83 0.94 1.07 1.15 e What is the degree of compaction if the field dry unit weight is 13.2 kN/m³ and field ? moisture content is 9% .a 71.3% .b 94% .C 80% .d 100%
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No.3