Q.1. Select the right answer of the following:1. The void ratio of soil can be:a. greater than void ratio b. less than void ratio c. equal to void ratio d. no one2. When Gravel had coefficient of uniformity of 3, the soil could be according USCS:a. GWb. GPc. SPd. any one of them3. In a wet soil mass, air occupies 1/6 of volume and water occupies 1/3 of volume. Thevoid ratio is:a. 0.25b. 0.504. For the soil with LL= 45%, PL = 25% and water content = 15% the liquidity index is:B.0с. 1.50d. 1.00a.0.65. The type of unit weight of soil s depends on:с. 1dinone of themа. еb. nc. YWd. S6. Soil has LL of 30, the corresponding plasticity index given by A-line:a. 7.3b. 7.5c. 9.0d. 9.57. The porosity in of soil is function of:c. Vv & nP.= L.L-PL12:45-25=2a. Vv&Vsb. Vv& Vtd. Vs & n8. For a soil deposit having n= 33% and G 2.6, ysaturated= 15KN/m3, S is:%3Dа. 1.0b. 1.05с. 1.07d. 1.1010. When saturation in soil sample occurs, the degree of saturation:a. increasesb. decreasesc. remains constantd. may increases or decre11. For the soil with LL = 45%, PL = 25% and SL = 15% the water content at saturation is:%3D%3D%3Db. 45%12. The unit of coefficient of uniformity isb. m2/kNa.20%с. 25%d. 15%Piz 013(LL-20)c. unitless13. If the natural water content between plastic limit and liquid limit ,the soil mass isa. Liquid state b. Plastic state cSemi solid state d. Solid statea. kN/m2d. m/kN14. When Sand=30% ,Gravel=20%,and Clay350% the soil will be :a. Sandy Clayey Gravel©Gravelly Sandy Claytoub. Clayey Sandy Graveld. Silty Gravelly Sandy Clay(20

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1. The void ratio of soil can be: a. greater than void ratio b. less than void ratio c. equal to void ratio d. no one 2. When Gravel had coefficient of uniformity of 3, the soil could be according USCS: a. GW b. GP c. SP d. any one of them 3. In a wet soil mass, air occupies 1/6 of volume and water occupies 1/3 of volume. The void ratio is: a. 0.25 b. 0.50 c. 1.50 d. 1.00

1. The void ratio of soil can be: a. greater than void ratio b. less than void ratio c. equal to void ratio d. no one 2. When Gravel had coefficient of uniformity of 3, the soil could be according USCS: a. GW b. GP c. SP d. any one of them 3. In a wet soil mass, air occupies 1/6 of volume and water occupies 1/3 of volume. The void ratio is: a. 0.25 b. 0.50 c. 1.50 d. 1.00

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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