Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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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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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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