Anyone help with this question?thanks Deviator Stress (kPa)Crushed stone500Confining Stress= 100 kPa400N=1-3300100020 000A10020080 0001005001000150020002500Axial 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 the1,000th and 80,000th load cycles?(b) What is the resilient modulus (MR) for thiscrushed stone according to the behaviorobserved at the 1,000th and 80,000th loadcycles?

Introduction- Therefore, the strains recovered in a crystalline solid are those that can be handled…

(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

(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

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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Question

Anyone help with this question?thanks

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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