HW. For a bitumen with a PI= -1.4 and TREB=47.5°C: ميم لمر والي 1- Determine the stiffness modulus SR of the bitumen at different loading time (0.01, 0.1, 1 and 10 sec) and different testing temperature (10, 20 and 30 °C). 2- Draw the relationship between the stiffness modulus Sp of the bitumen (y-axis) with loading time (x-axis) for different testing temperatures. 3- Draw the relationship between the stiffness modulus Sg of the bitumen (y-axis) with testing temperatures for different loading time (x-axis).

HW. For a bitumen with a PI= -1.4 and TREB=47.5°C: ميم لمر والي 1- Determine the stiffness modulus SR of the bitumen at different loading time (0.01, 0.1, 1 and 10 sec) and different testing temperature (10, 20 and 30 °C). 2- Draw the relationship between the stiffness modulus Sp of the bitumen (y-axis) with loading time (x-axis) for different testing temperatures. 3- Draw the relationship between the stiffness modulus Sg of the bitumen (y-axis) with testing temperatures for different loading time (x-axis).

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

Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.

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HW.
se
For a bitumen with a PI= -1.4 and TREB=47.5°C:
1- Determine the stiffness modulus SR of the bitumen at different loading time (0.01, 0.1, 1 and 10
sec) and different testing temperature (10, 20 and 30 °C).
2- Draw the relationship between the stiffness modulus Sp of the bitumen (y-axis) with loading time
(x-axis) for different testing temperatures.
3- Draw the relationship between the stiffness modulus Sp of the bitumen (y-axis) with testing
temperatures for different loading time (x-axis).
Testing temperature, °C
Loading time, s
10
0.01
0.1
1.0
10
20
0.01
0.1
1.0
10
30
0.01
0.1
1.0
10
ب درامارم علافه
ifPens
Time of

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