Change in moisture content of stabilized soil. by 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. by 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. by 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. by 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. by 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.). by María Elena Quintanilla (8068691)

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

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Testing equipment and typical specimen failure modes: by 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 %). by Hong Zhang (25820)

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

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

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

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

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

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

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

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

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

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

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