Atmospheric Chlorine Wet Deposition in China: National Decreases but Localized Increases in Urban Agglomerations by Yue Xi (22336201)

The wetting feature of compound solutions. by Xinhui Luo (11880086)

BPN values at wet and slippery bends. by Qiang Pan (3818617)

“…<div><p>In order to study the change law of the anti sliding performance of desert highway in the wet and slippery state of the curve, two different curves and straight roads of the same highway were selected for the field test through the method of field test. …”

MTD values at wet and slippery bends. by Qiang Pan (3818617)

“…<div><p>In order to study the change law of the anti sliding performance of desert highway in the wet and slippery state of the curve, two different curves and straight roads of the same highway were selected for the field test through the method of field test. …”

The apparent state of specimens under dry-wet cycles. by Shoujie Wang (18326754)

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Alternate Wetting and Drying Limits Arsenic in Porewater and Rice Grain under Severe Future Climate Conditions by Aria H. Duncan (22445853)

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Alternate Wetting and Drying Limits Arsenic in Porewater and Rice Grain under Severe Future Climate Conditions by Aria H. Duncan (22445853)

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Alternate Wetting and Drying Limits Arsenic in Porewater and Rice Grain under Severe Future Climate Conditions by Aria H. Duncan (22445853)

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Alternate Wetting and Drying Limits Arsenic in Porewater and Rice Grain under Severe Future Climate Conditions by Aria H. Duncan (22445853)

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Alternate Wetting and Drying Limits Arsenic in Porewater and Rice Grain under Severe Future Climate Conditions by Aria H. Duncan (22445853)

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Alternate Wetting and Drying Limits Arsenic in Porewater and Rice Grain under Severe Future Climate Conditions by Aria H. Duncan (22445853)

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Alternate Wetting and Drying Limits Arsenic in Porewater and Rice Grain under Severe Future Climate Conditions by Aria H. Duncan (22445853)

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Alternate Wetting and Drying Limits Arsenic in Porewater and Rice Grain under Severe Future Climate Conditions by Aria H. Duncan (22445853)

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Variation curve of UCS of specimens under dry-wet cycles. by Shoujie Wang (18326754)

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Anisotropic Wetting and Diffusion Behavior of Water Droplets on Biphenylene Compared to Graphene by Xiaoqiong Ren (20362140)

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Anisotropic Wetting and Diffusion Behavior of Water Droplets on Biphenylene Compared to Graphene by Xiaoqiong Ren (20362140)

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Anisotropic Wetting and Diffusion Behavior of Water Droplets on Biphenylene Compared to Graphene by Xiaoqiong Ren (20362140)

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Anisotropic Wetting and Diffusion Behavior of Water Droplets on Biphenylene Compared to Graphene by Xiaoqiong Ren (20362140)

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Dry wet cycle process. by Liangchun Xu (21781958)

“…The test results showed that, firstly, the absolute expansion and absolute shrinkage of cement-stabilized phosphogypsum materials increased with the increase of compaction, cement dosage and the number of wet and dry cycles, and decreased with the increase of initial water content and the dosage of phosphogypsum; Secondly, the fracture rate of cement-stabilized phosphogypsum materials increased with cement dosage and the number of wet and dry cycles; and decreased with compaction, initial moisture content, and phosphogypsum dosage; Thirdly, the relationship between the absolute expansion or shrinkage of cement-stabilized phosphogypsum materials and the compaction degree and the fracture rate is not a simple linear relationship, but is affected by a combination of factors, showing nonlinear characteristics, which can be fitted by the nonlinear binary quadratic equation f(x,y) =ax²+bx+cy²+dy+e. …”

Dry and wet cycle diagram. by Binghui Zhang (10898910)

“…The experimental research results show that: (1) With an increase in GG dosage, the disintegration of red clay first decreases and then stabilizes, with the optimal improvement effect achieved at a GG dosage of 0.225%. (2) When the number of dry and wet cycles increases, the disintegration rate of GG-improved red clay increases less than that of unmodified soil. (3) Both macroscopic and microscopic improvement mechanisms show that GG can effectively improve the strength and stability of red clay by enhancing soil particles, improving particle grading, filling gaps, and forming GG kaolinite cementing bonds. …”