Summary of key stress-strain points in re-loaded unloaded damaged samples under dry-wet and freeze-thaw cycling conditions. by Wenrui Wang (529807)

The viability of <i>S</i>. <i>mutans</i> and <i>C</i>. <i>albicans</i> (log CFU/ml) and the wet weight of dual-species biofilms (mg) of the experimental and the control groups afte... by Suphanida Kaewkamchai (19762172)

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Shear failure image after 8 freeze‒thaw cycles. by Ruihong Wang (1932328)

Comparison of uniaxial re-loading stress-strain curve results for unloaded damaged samples under dry-wet and freeze-thaw cycling conditions. by Wenrui Wang (529807)

Numerical simulation stress-strain curves for uniaxial re-loading of unloaded damaged samples under dry-wet and freeze-thaw cycling conditions. by Wenrui Wang (529807)

TITAN thresholds and percentile estimates for benthic macroinvertebrate and diatom communities deemed to be sensitive decreasers or tolerant increasers. The thresholds represent the largest fsum <i>z</i> value in the main data analysis run (i.e., the median), whereas the 5^th and 95^th percentile change points are determined from 500 bootstrap replicate runs. Sensitive taxa change points derived from decreaser sum <i>z</i>- relative to increasing impervious cover (I.C.; %), specific conductivity (SpCond; μS cm^-1), total nitrogen (TN; μg L^-1), and total phosphorus (TP; μg L^-1).... by Brent J. Bellinger (21156150)

“…Sensitive taxa change points derived from decreaser sum <i>z</i>- relative to increasing impervious cover (I.C.; %), specific conductivity (SpCond; μS cm^-1), total nitrogen (TN; μg L^-1), and total phosphorus (TP; μg L^-1). …”

Cumulative deformation εp ~ N curves of mixes with different number of wet and dry cycles. by Yan Hu (30839)

Three-dimensional surface of peak strength versus impact pressure, number of dry-wet cycles, and pH value. by Yongsheng Liu (142720)

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Circulation temperature-number of cycles curve. by Gejun Tong (18405664)

“…Secondly, the concrete variable angle shear test was carried out under the temperature and humidity cycle, which revealed that the shear strength of thermal insulated shotcrete increased firstly and then decreased with the increase of temperature at the same number of cycles. …”

Circulation temperature-number of cycles curve. by Gejun Tong (18405664)

“…Secondly, the concrete variable angle shear test was carried out under the temperature and humidity cycle, which revealed that the shear strength of thermal insulated shotcrete increased firstly and then decreased with the increase of temperature at the same number of cycles. …”

Coffee regions and production cycles. by Doug Richardson (271553)

Appendix S8 from Inquiline predator increases nutrient-cycling efficiency of <i>Nepenthes rafflesiana</i> pitchers by Weng Ngai Lam (3751924)

Decreasing genome breadth of coverage in samples with high Cq values. by Paul Y. Kim (7491026)

Evolution of peak strength and elastic modulus in marble under 0.15 MPa impact pressure with varying wet-dry cycles. by Yongsheng Liu (142720)

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Reproductive biology of a viviparous lizard (Mabuya dorsivittata) from the subtropical Wet Chaco of Argentina: geographical variations in response to local environmental pressures by MARTÍN A. ORTIZ (6511655)

“…Males and females of M. dorsivittata from the Wet Chaco exhibited associated, seasonal, and annual reproductive cycles. …”

Percentages (%) of concentration changes of cytokines for CD8+ T-cells after cultured in HCM or NCM of PANC-1 cells. by Eiman Abdo (20642254)

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Wet/Dry Bottlebrush Pressure Sensitive Adhesives via a Dangling Defect-Driven Design by Brandon R. Clarke (12837931)

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Wet/Dry Bottlebrush Pressure Sensitive Adhesives via a Dangling Defect-Driven Design by Brandon R. Clarke (12837931)

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Wet/Dry Bottlebrush Pressure Sensitive Adhesives via a Dangling Defect-Driven Design by Brandon R. Clarke (12837931)

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Wet/Dry Bottlebrush Pressure Sensitive Adhesives via a Dangling Defect-Driven Design by Brandon R. Clarke (12837931)

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