Deviator Stress (kPa) Crushed stone 500 Confining Stress = 100 kPa 400 N=1-3 300 1000 20 000 100 200 80 000 100 500 1000 500 2000 2500 Axial Strain ( µɛ ) The repeated loading test data are available for a 6-in. diameter by 12-in. long "crushed stone" specimen (a) What are the recoverable strains obtained at the 1,000th and 80,000th load cycles? (b) What is the resilient modulus (MR) for this crushed stone according to the behavior observed at the 1,000th and 80,000th load cycles?
Deviator Stress (kPa) Crushed stone 500 Confining Stress = 100 kPa 400 N=1-3 300 1000 20 000 100 200 80 000 100 500 1000 500 2000 2500 Axial Strain ( µɛ ) The repeated loading test data are available for a 6-in. diameter by 12-in. long "crushed stone" specimen (a) What are the recoverable strains obtained at the 1,000th and 80,000th load cycles? (b) What is the resilient modulus (MR) for this crushed stone according to the behavior observed at the 1,000th and 80,000th load cycles?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Deviator Stress (kPa)
Crushed stone
500
Confining Stress
= 100 kPa
400
N=1-3
300
1000
20 000
A100
200
80 000
100
500
1000
1500
2000
2500
Axial Strain ( µɛ )
The repeated loading test data are available for a 6-in.
diameter by 12-in. long "crushed stone" specimen
(a) What are the recoverable strains obtained at the
1,000th and 80,000th load cycles?
(b) What is the resilient modulus (MR) for this
crushed stone according to the behavior
observed at the 1,000th and 80,000th load
cycles?
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