Layout plan of settlement monitoring points. by Yunke Liu (4839084)

“…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …”

Transepithelial resistance of NHBE decreases significantly after PAA exposure. by Ellie S. Burns (21246537)

Effect of imidacloprid and rutin administration on wet mass, dry mass, and water content of the thorax in Africanized honey bee foragers. by Juan P. Hernández (22216133)

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Cephalometric measurement points. by Lijuan Liu (136685)

(A) Auxiliary marking points to ensure complete and accurate seating of the prosthesis. by Long Li (6555)

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

Scenario groups and number of scenarios based on the different starting points. by Fabian Mitze (21084251)

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

Supplementary File S1 contains the complete raw dataset, including individual measurements of thorax wet and dry mass, water loss, evaporation dynamics over time, impedance variabl... by Juan P. Hernández (22216133)

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Selection of soil particle sampling points. by Xueting Ma (390540)

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)

Subjects:

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

Subjects:

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

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Performance changes of SBS modified asphalt under dry wet cycle aging conditions at different temperatures. by Xiaoyan Liu (158152)

Subjects:

Schematic diagram of the wet/dry cycle process. by Yunke Liu (4839084)

“…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …”

Biases in larger populations. by Sander W. Keemink (21253563)

“…<p>(<b>A</b>) Maximum absolute bias vs the number of neurons in the population for the Bayesian decoder. …”

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. …”

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. …”