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Based on the results, the importance of selecting temperature and heating rate to study LME by hot deformation testing is discussed.
The rutting model considers the number of load cycles (N), shear strength ratio, temperature and load duration as main parameters of the permanent strain wherein the coefficients were determined using tri-axial compressive strength and repeated load permanent deformation testing.
Figure 2 shows the mixes at the end of permanent deformation testing at 2.1 kg/cm2 stress level.
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Table 4 The results of pressure resistance and relative deformation tests Sample number Sulfur weight (g) Weight of oil sludge (g) Bitumen weight (g) Percentage of sulfur Characterization 1 0 0 83.4 0 – 2 0 10.42 73 0 12.5% of sludge 3 210.420.42 51.1 30 A 4 3.126 7.294 73 30 B 5 25.026 7.294 51.1 30 C A Bitumen, B oil sludge, C bitumen and old sludge.
It was found that twinning and cracking normally observed during deformation tests at 1200 °C were not observed in the crystals deformed using the two-stage deformation technique, and dislocation densities as high as 1.1 × 109/cm2 were obtained.
Stress-strain curve recalculated from the data of oscillatory shear deformation tests at 37 °C (b).
To date, no permanent deformation test is incorporated into South African pavement design guides.
Quasi-static, multi-axial deformation tests were performed on large samples (≈103 nm3).
Note that the deformation test performed by traditional MD simulation methods used strain rates ranging 108 1010 s−108 1010
The frozen sampling (FS) method is useful for dynamic strength and deformation tests of undisturbed clean sand.
Results from the simulation framework show increment in the number of activated cyclobutanes during the deformation test.
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Since I tried Ludwig back in 2017, I have been constantly using it in both editing and translation. Ever since, I suggest it to my translators at ProSciEditing.

Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com