Anyone help me with this I asked twice bt so far all the answers that returned I couldn’t see the attachments.thanks in advance 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?

Answered: Image /qna-images/answer/94259d65-bcf4-40ee-8a88-947bc8825784.jpg

Answered: Deviator Stress (kPa) 500 Confining…

Engineering

Civil Engineering

Deviator Stress (kPa) 500 Confining Stress = 100 kPa 400

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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Engineering economics (engineering economy) is a sub-field of economics to study the use and application of the economic principles in the engineering analysis of decisions along with the systematic evaluation of the advantages of project costs inclusive of engineering design and analysis. It emphasizes microeconomics (a subset of economics) for researching the behavior of people in the decision-making process of assigning and determining multiple alternatives to the usage of some of the restrained resources and merging economic theory and engineering practice in a practical manner. It depicts the logical framework of economics in addition to the analytical application of statistics and mathematics.

Question

Anyone help me with this I asked twice bt so far all the answers that returned I couldn’t see the attachments.thanks in advance

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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