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?

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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