Traffic and Highway Engineering - With Mindtap
Traffic and Highway Engineering - With Mindtap
5th Edition
ISBN: 9781305360990
Author: Garber
Publisher: CENGAGE L
bartleby

Concept explainers

Question
Book Icon
Chapter 17, Problem 18P
To determine

(a)

To plot: Grain size distribution curve.

Expert Solution
Check Mark

Answer to Problem 18P

Traffic and Highway Engineering - With Mindtap, Chapter 17, Problem 18P , additional homework tip  1

Explanation of Solution

Given information:

Sieve No.Sieve No.Percent finer
  4  4.75  100
  10  2  90
  20  0.85  80
  40  0.425  70
  60  0.25  40
  80  0.17  29
  100  0.15  19
  200  0.075  10
PanPan--

Concept used:

Plot the grain size distribution curve between the sieve number (mm) and the percent finer. The sieve number (mm) is plotted in x -axis and percent finer in y -axis.

Calculation:

Traffic and Highway Engineering - With Mindtap, Chapter 17, Problem 18P , additional homework tip  2

Conclusion:

The grain distribution curve is plotted.

To determine

(b)

The values of D10, D30 and D60.

Expert Solution
Check Mark

Answer to Problem 18P

  D10=0.075mm

  D30=0.180mm

  D60=0.347mm

Explanation of Solution

Given information:

Sieve No.Sieve No.Percent finer
  4  4.75  100
  10  2  90
  20  0.85  80
  40  0.425  70
  60  0.25  40
  80  0.17  29
  100  0.15  19
  200  0.075  10
PanPan--

Concept used:

Plot the grain size distribution curve between the sieve number (mm) and the percent finer. The sieve number (mm) is plotted in x -axis and percent finer in y -axis. Then the corresponding values of D10, D30 and D60 are determined.

Calculation:

Traffic and Highway Engineering - With Mindtap, Chapter 17, Problem 18P , additional homework tip  3

Conclusion:

The values of D10, D30 and D60 from the sieve distribution graph are 0.075mm, 0.180mm and 0.347mm.

To determine

(c)

The value of uniformity coefficient

Expert Solution
Check Mark

Answer to Problem 18P

  Cu=4.627

Explanation of Solution

Given information:

Sieve No.Sieve No.Percent finer
  4  4.75  100
  10  2  90
  20  0.85  80
  40  0.425  70
  60  0.25  40
  80  0.17  29
  100  0.15  19
  200  0.075  10
PanPan--

Concept used:

  Cu=D60D10

  CuCoefficient of uniformityD60Grain diameter at 60% passingD10Grain diameter at 10% passing

Calculation:

  Cu=D 60D 10=0.3470.075=4.627

Conclusion:

The value of coefficient of uniformityis 4.627.

To determine

(d)

The value of coefficient of gradation

Expert Solution
Check Mark

Answer to Problem 18P

  Cc=1.245

Explanation of Solution

Given information:

Sieve No.Sieve No.Percent finer
  4  4.75  100
  10  2  90
  20  0.85  80
  40  0.425  70
  60  0.25  40
  80  0.17  29
  100  0.15  19
  200  0.075  10
PanPan--

Concept used:

  Cc=D302D60×D10

  CcCoefficient of gradationD60Grain diameter at 60% passingD30Grain diameter at 30% passingD10Grain diameter at 10% passing

Calculation:

  Cc=D 302D 60×D 10= ( 0.180 )20.347×0.075=1.245

Conclusion:

The value of coefficient of uniformity is 1.245.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
A steel, possessing an eutectoid composition, undergoes a gradual cooling process from 800°C to 600°C. Outline the transformation, equilibrium microstructure, and provide approximate component proportions. Describe the resultant non-equilibrium microstructure in two scenarios: a) the steel is rapidly cooled from 800°C to 600°C within 1 s, and then held at such temperature; b) the steel is rapidly cooled from 800°C to 600°C within 1 s, maintained at this temperature for 5 s, and subsequently quenched to room temperature. Use the provided diagrams. Temperature (°C) 1600 1538°C 1493°C 1400 L 1394°C Y+L 1200- 1147°C 2.14 Y. Austenite 4.30 1000 912°C Y+ FeC 800 a 600 400 0 (Fe) 0.76 0.022 a, Ferrite 2 a + Fe3C 3 Composition (wt% C) 727°C Cementite (Fe3C) 4 5 6 6.7
Please show the complete solution. The answers in this problem must be: 1. 16.25 kN 2. 51.725 kN 3. 45 000 mm² 4. 52.086 kN 5. 165.776 MPa 6. 62. 572 kN 7. 199. 173 MPa 8. 68.579 kN
Show complete solution please thanks
Knowledge Booster
Background pattern image
Civil Engineering
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.
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Fundamentals of Geotechnical Engineering (MindTap...
Civil Engineering
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Text book image
Principles of Geotechnical Engineering (MindTap C...
Civil Engineering
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Cengage Learning
Text book image
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning
Text book image
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Text book image
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781305081550
Author:Braja M. Das
Publisher:Cengage Learning