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11. The soil stiffness could be obtained by carrying out: a.triaxial test b. consolidation test c.permeability test d.None of them

11. The soil stiffness could be obtained by carrying out: a.triaxial test b. consolidation test c.permeability test d.None of them

Structural Analysis
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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geotechnical, civil engineering, please solve question 11

b. 0,22 8. In a consolidation theory, the soil assumed to be: A% the vod ranwe 6. Nne d eD c. 149 a. dry 9. consolidation theory is applied for: b. saturated c. remains constant d. partially saturatet a. Clay b. Sand c. Sand & Gravel d.Clay &Silt 10. Stiffness equation for shear strength can be represented av. a. cT+o tan Ø b.c=t-o tan Ø C. T=c+o tan Ø d.z-c-o 11. The soil stiffness could be obtained by carrying out: a.triaxial test b. consolidation test c.permeability test d.None of them 12. Settlement from overconsolidated Soil compared with Normally consolidaned is c.equal d.not related a. more b.less. 13. The unit of uniformity coefficient is a. kN/m? b. m²/kN c. unitlessd. m/kN 14. If the natural water content between plastic limit and liquid limit ,the soil mass is in: a. Liquid state b. Plastic state c. Semi solid state d. Solid-state 15. The Liquid limit and plastic limit was discovered by is: a. casagrande b.Terzaghi c.Atterberg d.Meyerhof
Transcribed Image Text:b. 0,22 8. In a consolidation theory, the soil assumed to be: A% the vod ranwe 6. Nne d eD c. 149 a. dry 9. consolidation theory is applied for: b. saturated c. remains constant d. partially saturatet a. Clay b. Sand c. Sand & Gravel d.Clay &Silt 10. Stiffness equation for shear strength can be represented av. a. cT+o tan Ø b.c=t-o tan Ø C. T=c+o tan Ø d.z-c-o 11. The soil stiffness could be obtained by carrying out: a.triaxial test b. consolidation test c.permeability test d.None of them 12. Settlement from overconsolidated Soil compared with Normally consolidaned is c.equal d.not related a. more b.less. 13. The unit of uniformity coefficient is a. kN/m? b. m²/kN c. unitlessd. m/kN 14. If the natural water content between plastic limit and liquid limit ,the soil mass is in: a. Liquid state b. Plastic state c. Semi solid state d. Solid-state 15. The Liquid limit and plastic limit was discovered by is: a. casagrande b.Terzaghi c.Atterberg d.Meyerhof
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