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. …”

ELISA analysis revealed a significant decrease in SP (A & B) and CGRP (C & D) protein levels in the corneas and tear fluid of mice treated with 0.5% bupivacaine (BUP) every alternate day for 15 days (administered via subconjunctival injection (SCI) alone or in combination with topical (TOP) application) compared to PBS-treated controls. by Ananya Datta (19932144)

Crack characteristics of sandstone subjected to 0 freeze-thaw cycles at loading rate of 0.05mm/min. (a) <i>t</i>_<i>p</i>-49.19s, (b) <i>t</i>_<i>p</i>-12.03s,... by Wenyu Lv (20139458)

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Crack characteristics of sandstone subjected to 70 freeze-thaw cycles at a loading rate of 0.20mm/min. (a) <i>t</i>_<i>p</i>-107.3s, (b) <i>t</i>_<i>p</i>-15.26... by Wenyu Lv (20139458)

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Variation law of RA and AF in sandstone with different freeze-thaw cycles under a loading rate of 0.20mm/min. by Wenyu Lv (20139458)

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(a) 48 sandstone samples used in this experiment, (b) ZYB-II vacuum pressurized water saturation device, (c)static strain gauge, (d) diagram of experimental system, including uniax... by Wenyu Lv (20139458)

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Stress-strain curves of four groups of typical sandstone samples. by Wenyu Lv (20139458)

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Crack characteristics of sandstone subjected to 70 freeze-thaw cycles at a loading rate of 0.05 mm/min. (a) <i>t</i>_<i>p</i>-100.01s, (b) <i>t</i>_<i>p</i>-19.... by Wenyu Lv (20139458)

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Variation law of RA and AF in sandstone with different freeze-thaw cycles under a loading rate of 0.05mm/min. by Wenyu Lv (20139458)

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Variation law of AE events rate of sandstone under different freeze-thaw cycles at a loading rate of 0.05 mm/min. by Wenyu Lv (20139458)

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Variation law of attenuation constant of sandstone with different loading rates. by Wenyu Lv (20139458)

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Variation law of AE <i>b</i>-value of sandstone under different freeze-thaw cycles at a loading rate of 0.20mm/min. by Wenyu Lv (20139458)

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Detailed table of sandstones mechanical parameters change. by Wenyu Lv (20139458)

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Stress-strain curves of freeze-thaw cycling sandstone under different loading rates. by Wenyu Lv (20139458)

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Crack characteristics of sandstone subjected to 0 freeze-thaw cycles at loading rate of 0.20 mm/min. (a)<i>t</i>_<i>p</i>-29.84s, (b) <i>t</i>_<i>p</i>-5.32s, (... by Wenyu Lv (20139458)

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Comparison of UCS tests and models of sandstone under different loading rates and freeze-thaw cycles. by Wenyu Lv (20139458)

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Variation law of AE <i>b</i>-value of sandstone under different freeze-thaw cycles at a loading rate of 0.05 mm/min. by Wenyu Lv (20139458)

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Variation law of AE events rate of sandstone under different freeze-thaw cycles at a loading rate of 0.05 mm/min. by Wenyu Lv (20139458)

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