FTIR test results of asphalt. حسب Yi Wang (32470)

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Change in maternal characteristics during 2003–2017, HSJ and control. حسب Eva Rydahl (6260771)

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MSD simulation results in asphalt fractions. حسب Yi Wang (32470)

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Simulation of asphalt density. حسب Yi Wang (32470)

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Basic properties of asphalt at different aging times. حسب Yi Wang (32470)

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Basic performance results of aged asphalt regenerated from WEO. حسب Yi Wang (32470)

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Performance index of 70# MA. حسب Yi Wang (32470)

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Cesarean section. حسب Eva Rydahl (6260771)

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Flow chart of study participants. حسب Eva Rydahl (6260771)

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Timeseries analyses HSJ trend before- and during intervention. حسب Eva Rydahl (6260771)

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Original data. حسب Yi Wang (32470)

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Absolute numbers among CS groups. حسب Eva Rydahl (6260771)

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HSJ and controls stratified by timing for CS and parity. حسب Eva Rydahl (6260771)

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Microscopic morphology of different asphalts (200 × , 1000 × , and 1500×). حسب Yi Wang (32470)

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Mineral component content. حسب Chuan Li (158692)

"…Peak stress and elastic modulus decrease with rising temperature, with the most pronounced reductions occurring between 200°C and 300°C, where the thermal damage factor peaks at 0.72. …"

Micro-parameters of the numerical model. حسب Chuan Li (158692)

"…Peak stress and elastic modulus decrease with rising temperature, with the most pronounced reductions occurring between 200°C and 300°C, where the thermal damage factor peaks at 0.72. …"

Microcracks on the surface of the coal sample. حسب Chuan Li (158692)

"…Peak stress and elastic modulus decrease with rising temperature, with the most pronounced reductions occurring between 200°C and 300°C, where the thermal damage factor peaks at 0.72. …"

Flowchart of the test. حسب Chuan Li (158692)

"…Peak stress and elastic modulus decrease with rising temperature, with the most pronounced reductions occurring between 200°C and 300°C, where the thermal damage factor peaks at 0.72. …"

Distribution of thermal cracks. حسب Chuan Li (158692)

"…Peak stress and elastic modulus decrease with rising temperature, with the most pronounced reductions occurring between 200°C and 300°C, where the thermal damage factor peaks at 0.72. …"

Contains R code utilized in the analyses. حسب Arttu Autio-Kimura (20454681)

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