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The stress strain curves indicate that the critical state of the soil will be reached at low strains value.
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Model is validated using field measured deflections and strains values under Falling Weight Deflectometer (FWD) test.
Original Iskhakov's diagrams are proposed for finding ultimate stresses and strains values in concrete and steel for URS and ORS cases.
At strains values above 100%, individual fibers deform and silver nanoparticle coverage becomes discontinuous.
It was found that the measured strain value and strain amplitude value accorded with Gauss and Rayleigh distribution, respectively.
Fiber and lime were effective on axial strain value in both cases.
The strain value increased and the crystallite size decreased as the HCl content increased.
The variation of strain value may have also contributed to the change in bandgap energy.
By comparing strain values, a simple superposition of strain value calculated without considering cylinder stress and initial cylinder strain value showed 10 20% more strain than that accurately calculated with considering the stiffness change due to cylinder stress.
It is introduced by considering the frequency-dependent properties of the compound at an adequate strain value, which enforces the estimation of an equivalent strain value.
The average strain value shows good agreement with the results obtained from conventional electrical-resistance strain gauge technology.
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