Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
C. PI 0.73 (LL- 20) For a sample of dry, cohesionless soil with friction angle, f, the failure plane will be inclined to the major principal plane by an angle equal to A. 45° 2. B. O D. 45° -62 C. 45 +62 Cuha soil is

C. PI 0.73 (LL- 20) For a sample of dry, cohesionless soil with friction angle, f, the failure plane will be inclined to the major principal plane by an angle equal to A. 45° 2. B. O D. 45° -62 C. 45 +62 Cuha soil is

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question

solve question 2 please

1. The equation of the A-line in the plasticity chart is . A. PI=0,9(LL - 8) C. PI 0.73 (LL-20) .... B. PI = 20 (0.73 - LL) D. PI=8 (LL -0.9) For a sample of dry, cohesionless soil with friction angle, f, the failure plane will be inclined to the major principal plane by an angle equal to 2. В. О D. 45°- 02 A. 45° C. 45 +62 3. -- If Liquidity Index (LI) 0 <LI<1, the behavior of the soil is... A. dried C. liquid B. plastic D. three phases The effective size of particles of soil is denoted by A. D10 4. B. D30 D. Do C. D0 The consistency of fine-grained soils can be described by... A. Textural Classification C. Unified classification system 5. B. Atterberg limits D. AASHTO classification System 6. Root time method is used to determine B. T, time factor A. Cv, coefficient of consolidation C. a,, coefficient of comprehensibility D. m, coefficient of volume comprehensibility Which of the following is correct for a Well Graded Sand? A. Cu <4 and Cc = 1 to 3 C. Cu >4 and Cc = 1 to 3 7. B. Cu<6 and Cc = 1 to 3 %3D %3D D. Cu> 6 and Ce 1 to 3 %3D Choose from the following, the coulomb suggested a solution to this equation T o A. tf = C - o tan o C. Tf = C + o tan o 8. B. tf = C/o tan o D. Tf = o +o tan %3D %3D %3D In a compaction test, as the compaction effort is increased, the optimum moisture content A. Increases first there after decreases C. Increase 9. B. Remains same D. Decreases 10. For a saturated cohesive soil, a tri-axial test yields the angle of internal friction () as zero. The conducted test is A. Consolidated Drained (CD) test C. Unconfined compression (UC) test B. Consolidated Undrained (CU) test D. Unconsolidated Undrained (UU) test
Transcribed Image Text:1. The equation of the A-line in the plasticity chart is . A. PI=0,9(LL - 8) C. PI 0.73 (LL-20) .... B. PI = 20 (0.73 - LL) D. PI=8 (LL -0.9) For a sample of dry, cohesionless soil with friction angle, f, the failure plane will be inclined to the major principal plane by an angle equal to 2. В. О D. 45°- 02 A. 45° C. 45 +62 3. -- If Liquidity Index (LI) 0 <LI<1, the behavior of the soil is... A. dried C. liquid B. plastic D. three phases The effective size of particles of soil is denoted by A. D10 4. B. D30 D. Do C. D0 The consistency of fine-grained soils can be described by... A. Textural Classification C. Unified classification system 5. B. Atterberg limits D. AASHTO classification System 6. Root time method is used to determine B. T, time factor A. Cv, coefficient of consolidation C. a,, coefficient of comprehensibility D. m, coefficient of volume comprehensibility Which of the following is correct for a Well Graded Sand? A. Cu <4 and Cc = 1 to 3 C. Cu >4 and Cc = 1 to 3 7. B. Cu<6 and Cc = 1 to 3 %3D %3D D. Cu> 6 and Ce 1 to 3 %3D Choose from the following, the coulomb suggested a solution to this equation T o A. tf = C - o tan o C. Tf = C + o tan o 8. B. tf = C/o tan o D. Tf = o +o tan %3D %3D %3D In a compaction test, as the compaction effort is increased, the optimum moisture content A. Increases first there after decreases C. Increase 9. B. Remains same D. Decreases 10. For a saturated cohesive soil, a tri-axial test yields the angle of internal friction () as zero. The conducted test is A. Consolidated Drained (CD) test C. Unconfined compression (UC) test B. Consolidated Undrained (CU) test D. Unconsolidated Undrained (UU) test
Expert Solution
steps

Step by step

Solved in 2 steps with 1 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Measuring carpentry and miscellaneous items
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS