Problem 3. a) Explain the role of optimum moisture content in resilient modulus of soil. b) 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. c) Look at image for part C and data
Problem 3. a) Explain the role of optimum moisture content in resilient modulus of soil. b) 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. c) Look at image for part C and data
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem 3.
a) Explain the role of optimum moisture content in resilient modulus of soil.
b) 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.
c) Look at image for part C and data

Transcribed Image Text:Confining Deviatoric
Sequence Pressure Pressure
(psi)
(psi)
1
2
WIN
3
4
5
alu
6
6
6
6
7
6
2
4
6
6
4
4
11
12
13
14
15
(c) Estimate the resilient modulus for sequence No. 8 using the following model: M,
K₂
k₁P¹³, given the following model constants: K₁= 510, K2=0.3, and K3= -
Pa²
Pa
0.45. Assume that Pa = 14.7 psi. Comment on the accuracy of the model.
8
10
2
4
Confining Deviatoric
Pressure
(psi)
Sequence Pressure
(psi)
8
9
10
4
4
4
2
2
2
6
8
10
2
2
2
4
6
8
10
=
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