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

Answered: Image /qna-images/answer/61097c5b-1704-4acb-b753-9a084c772504.jpg

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

See similar textbooks

Similar questions

A huge marble boulder on a quarry site sits on the ground. This marble is 10 m by 10 m and has a height of 16 m. The boulder is situated on a 6 m thick soil with e = 0.70, S = 65%, and G, = 2.68, then by a 5 m thick clay with e = 0.80, G, = 2.71 and LL = 48. The water table exists in between the sand-clay interface. The specific gravity of the marble is 2.60. Assuming that the clay is normally consolidated... Q: What is the primary consolidation settlement of the clay layer in mm using approximate method? Round off your answer to the nearest whole number.
I need the answer as soon as possible
29. In soil dry density 1.5 g/cc, specific gravity = 2.5, water content 10% find out void ratio..
q-4
please solve question 4, 5 and 6
Q1: A. Answer in True or False 1. A soil has a Cu =1, then it is considered as a poorly graded soll. 2. A soil has L.L-60% and P.L-35%, then it plots a point below the A-line in the plasticity car 3. A soil described with a symbol (SP) has % passing No. 200 sieve more than 50% 4. Decreasing water content below shrinkage limit is accompanied with a decreasing in void ra 5. Water molecules are considered polar and known as dipoles. 6. Dry Density is the smallest density. 7. Capillary rise is directly proportional to the pore channel diameter. 8. The unconfined compressive strength is twice the undrained cohesion. 9. Piping or boiling occurs when effective stress equals to zero. 10. It is assumed that the secondary compression begins when the primary conso
Classify: A sample of well-graded gravel with sand has 73% fine to coarse sub-angular gravel, 23% fine to coarse sub-angular sand, and 4% fines. The maximum size of the particles is 75 mm. The coefficient of curvature is 2.7, while the uniformity coefficient is 12.4.
Please answer the following questions ASAP. Thanks
1 Fill in the blanks (! (1) Free water in the voids of soil includes (2) The Plastic Limit wp =18% and Liquid Limit w =36% for a clayey soil, if water content w _water and _water. =20%, then the Liquidity Index I=_ and the hardness degree of the soil is (3) Seepage occurs in the soil can result in etc. problems. (4) The stress in the foundation can be divided into and in which _is the main cause of the deformation of the foundation. (5) The greater the Oedometric modulus of the soil, the its compressibility. The Oedometrie modulus is the reciprocal of. (6) The ratio of consolidation settlement at a certain moment to the amount of the final consolidation is , its magnitude range is (7) The shear strength of sandy soils is related to _etc. factors. (8) In laboratory, the shear strength of soils can be obtained by etc. tests. (9) The distinct failure modes of foundation include general shear, and (10) Sliding surface in a sandy soil slope is usually a and in a clayey soil slope, it is…
No.3
In mechanical soil
If void ratio is 50% find porosity of soil.