solve question 5 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 themajor principal plane by an angle equal to2.В. ОD. 45°- 02A. 45°C. 45 +623. -- If Liquidity Index (LI) 0 4 and Cc = 1 to 37.B. Cu<6 and Cc = 1 to 3%3D%3DD. Cu> 6 and Ce 1 to 3%3DChoose from the following, the coulomb suggested a solution to this equation T oA. tf = C - o tan oC. Tf = C + o tan o8.B. tf = C/o tan oD. Tf = o +o tan%3D%3D%3DIn a compaction test, as the compaction effort is increased, the optimum moisture contentA. Increases first there after decreasesC. Increase9.B. Remains sameD. Decreases10.For a saturated cohesive soil, a tri-axial test yields the angle of internal friction () as zero. Theconducted test isA. Consolidated Drained (CD) testC. Unconfined compression (UC) testB. Consolidated Undrained (CU) testD. Unconsolidated Undrained (UU) test

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Answered: solve question 5 please

Engineering

Civil Engineering

solve question 5 please

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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Concept explainers

Measuring carpentry and miscellaneous items

The modification of planning and drawing of the construction project into the various descriptions and quantities to estimate the value, cost, and price of the project is known as measurement. The quantity supervisor produces the details of the quantities to the contractor or subcontractor to measure the cost of the work and determine the profit of the contractor or subcontractor. The measurement of the construction work depends on its type, usage, and stages in the project. In the early stage of the project, the details of the project depend on the general parameters. As the work starts, more information is searched and the details are dependent on the elemental estimates of the work.

Question

solve question 5 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

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