3B. A summary of resilient modulus test conducted on a subgrade soil, according to the AASHTO T307-99 protocol, is summarized below. Determine the resilient modulus for Sequence No. 8, knowing the average recoverable strain of last five cycles of this sequence is 0.0005.
3B. A summary of resilient modulus test conducted on a subgrade soil, according to the AASHTO T307-99 protocol, is summarized below. Determine the resilient modulus for Sequence No. 8, knowing the average recoverable strain of last five cycles of this sequence is 0.0005.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3B. A summary of resilient modulus test conducted on a subgrade soil, according to the AASHTO T307-99 protocol, is summarized below. Determine the resilient modulus for Sequence No. 8, knowing the average recoverable strain of last five cycles of this sequence is 0.0005.
![Sequence Pressure
(psi)
1
2
SFW N
3
4
Confining Deviatoric
5
6
7
6
6
6
6
6
4
4
Pressure
(psi)
2
4
6
8
10
2
4
Sequence
8
9
10
11
WNTO
12
13
14
15
Confining Deviatoric
Pressure
Pressure
(psi)
(psi)
4
4
4
N|N|N|N|N
2
2
2
2
2
6
8
10
2
4
16
50⁰
8
10](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6ad0bcf9-774d-4ec0-9ec7-d8521095872a%2Ff4b4db76-719d-4e2a-979e-8a2bf910fcb6%2Fa7wnboh_processed.png&w=3840&q=75)
Transcribed Image Text:Sequence Pressure
(psi)
1
2
SFW N
3
4
Confining Deviatoric
5
6
7
6
6
6
6
6
4
4
Pressure
(psi)
2
4
6
8
10
2
4
Sequence
8
9
10
11
WNTO
12
13
14
15
Confining Deviatoric
Pressure
Pressure
(psi)
(psi)
4
4
4
N|N|N|N|N
2
2
2
2
2
6
8
10
2
4
16
50⁰
8
10
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