Change in moisture content of stabilized soil. حسب Shoujie Wang (18326754)

"…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …"

Relationship between UCS and curing time. حسب Shoujie Wang (18326754)

"…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …"

Strength characteristic curve of stabilized soil. حسب Shoujie Wang (18326754)

"…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …"

Change in pH value of stabilized soil. حسب Shoujie Wang (18326754)

"…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …"

CBR test results at different curing time. حسب Shoujie Wang (18326754)

"…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …"

The significant decrease in GLT-1 levels observed in the nucleus accumbens of rats that had consumed morphine for fifty-six days was completely reversed by the co-administration of NAC (40 mg/kg/day, i.p.) and ibudilast (7.5 mg/kg/day, i.p.). حسب María Elena Quintanilla (8068691)

Preparation of uniaxial compression and Brazilian tension test specimens: (a) core drilling; (b) specimen preparation; (c) completed test specimens. حسب Hong Zhang (25820)

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Testing equipment and typical specimen failure modes: حسب Hong Zhang (25820)

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Values of critical shape factor (<i>β</i>′) for different allowable relative deviations (<i>w</i>₂, in %). حسب Hong Zhang (25820)

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Schematic of the actual failure cross-sectional area. حسب Hong Zhang (25820)

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Schematic for measuring <i>D</i> and <i>D</i>′ values. حسب Hong Zhang (25820)

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Specimen <i>D</i> ranges at different allowable relative deviations (<i>w</i>₂, in %). حسب Hong Zhang (25820)

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Histogram of the area factorψ. حسب Hong Zhang (25820)

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Statistical results for <i>I</i>_s, Δ<i>D</i>, and <i>α</i> after outlier removal. حسب Hong Zhang (25820)

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Point load strength apparatus: (a) before modification; (b) after modification. حسب Hong Zhang (25820)

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Schematic of calculation for the point load strength. حسب Hong Zhang (25820)

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Statistical parameters from three calculation methods. حسب Hong Zhang (25820)

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Histograms of <i>I</i>_s and Δ<i>D.</i> حسب Hong Zhang (25820)

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Dimensions and test results for compressive and tensile strength specimens. حسب Hong Zhang (25820)

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Raw dataset Fig. 6. حسب Hong Zhang (25820)

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