Relationship between water absorption and dry-wet cycles. by Yongsheng Liu (142720)

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Dry and wet cycle experimental apparatus. by Yan Hu (30839)

“…Relative to other proportions of phosphogypsum and red clay, the mix has better dynamic strength at a 1:1 mass ratio of phosphogypsum to red clay; and too much phosphogypsum will make the mix acidic increase, resulting in some of the calcium alumina dissolved, while the dry and wet cycle will increase the internal pores of the mix, reducing the strength of the mixture.…”

Dry and wet cycle moisture content. by Yan Hu (30839)

“…Relative to other proportions of phosphogypsum and red clay, the mix has better dynamic strength at a 1:1 mass ratio of phosphogypsum to red clay; and too much phosphogypsum will make the mix acidic increase, resulting in some of the calcium alumina dissolved, while the dry and wet cycle will increase the internal pores of the mix, reducing the strength of the mixture.…”

Mass damage rate under different pH values and dry-wet cycles. by Yongsheng Liu (142720)

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P: T = 1: 1 Fracture development in 7 wet-dry cycles. by Jinxiong Chen (19452833)

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P: T = 1:5 Fracture development in 7 wet-dry cycles. by Jinxiong Chen (19452833)

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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. …”

Mechanical parameters of marble under different chemical environments and dry-wet cycle conditions. by Yongsheng Liu (142720)

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Evolution of compressive strength, (a) 3% Na₂SO₄; (b) 5% Na₂SO₄; (c) 8% Na₂SO₄. by Hui Song (53547)

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Compressive strength variation under dry-wet cycles. by Jianmin Guo (5739536)

Patterns of energy changes in marble samples and their stress-strain curves under dry-wet cycles. by Yongsheng Liu (142720)

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Schematic diagram of wet and dry cycle process. by Yan Hu (30839)

“…Relative to other proportions of phosphogypsum and red clay, the mix has better dynamic strength at a 1:1 mass ratio of phosphogypsum to red clay; and too much phosphogypsum will make the mix acidic increase, resulting in some of the calcium alumina dissolved, while the dry and wet cycle will increase the internal pores of the mix, reducing the strength of the mixture.…”

Mix CBR value/%. by Yunke Liu (4839084)

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Relationship between unconfined compressive strength and number of wet and dry cycles. by Yunke Liu (4839084)

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The interaction of soil type × moisture cycle × amendment for the total PFLA bacteria biomass in the amended soil mesocosms. by Idowu A. Atoloye (12160997)

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Schematic diagram of dry-wet and freeze-thaw cycling path. by Wenrui Wang (529807)

Mass loss rate of marble under different chemical environments and dry-wet cycle conditions. by Yongsheng Liu (142720)

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Dynamic stress-strain behavior of marble under varying wet-dry cycles. by Yongsheng Liu (142720)

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SCA-2 water stabilizer doped samples under different wet and dry cycles. by Yunke Liu (4839084)

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Fig 7 - by Idowu A. Atoloye (12160997)

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