Benefit maps for treatment with ADT. by Nourridine Siewe (5081834)

Cellular immune components of the pre-castration and post-castration within the tumor. by Nourridine Siewe (5081834)

Benefit maps of combination therapy with ADT. by Nourridine Siewe (5081834)

Capturing heteroskedasticity with a two-kernel approach. by Julian Rossbroich (10305768)

EPS microscopic morphology. by Lifang Mei (17841461)

“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”

Silty clay stress‒strain curve. by Lifang Mei (17841461)

“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”

S1 Table - by Lifang Mei (17841461)

“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”

Relationship between UCS and EPS content. by Lifang Mei (17841461)

“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”

Physical-mechanical parameters of original soil. by Lifang Mei (17841461)

“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”

Relationship between UCS and slag content. by Lifang Mei (17841461)

“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”

S1 Data - by Lifang Mei (17841461)

“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”

Chemical compositions of cement and Slag <i>w/%</i>. by Lifang Mei (17841461)

“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”

Density versus EPS content. by Lifang Mei (17841461)

“…The peak stress in triaxial increases with increasing confining pressure, and the modulus of deformation decreases linearly with increasing EPS bead content. the slag-cement composite binding agent has a significantly better reinforcing effect than single mixed cement. …”

Effects of 1,25(OH)₂D₃ on transendothelial electrical resistance (TEER) in bEnd.3 cells under hypoxia/reoxygenation (H/R). by Soonmi Won (713581)

“…<p><b>(A)</b> TEER was decreased by H/R. The decrease was significantly prevented by pretreatment with 1,25(OH)₂D₃ (Vit D) at 20, 50, 100, and 200 nM. …”

The Intrinsic Fragility of the Liquid–Vapor Interface: A Stress Network Perspective by Muhammad Rizwanur Rahman (12360489)

“…Investigating the surface stress distribution, we have identified a linear variation of the space-filling nature (fractal dimension) of the stress clusters at the intrinsic surface with increasing surface tension or, equivalently, with decreasing temperature. …”

Physical and geometrical non-linear behavior of precast beams on elastomeric supports by M. T. S. A. CARDOSO (5054117)

“…Among the principle conclusions drawn from the study, one finds that the increase in the characteristic strength of the concrete provides the beam with a higher degree of stability, and the consideration of the physical non-linear behavior of the material did not allow the equilibrium point on the numerical model to be found in some of the cases that were evaluated. …”

Turtle orientation data analysis: Circular plot with fitted WEED pdf and rose diagram (left), linear histogram with fitted pdf (center), and empirical CDF with fitted CDF (right). by Sakhr A. S. Alotaibi (22216601)

Coefficients of linear correlation between 1 to 12- month time-averaged transport at mooring A3 (Woodgate 2018) and gray whale July-August-September (JAS) sighting rates (SR). by Sue E. Moore (2932644)

A sample of the removing agent and the sample preparation process. by Yashengnan Sun (12501626)

Evolution of spiking behavior as a function of number of inputs in input encoding for a given stimuli pattern. by Evan Cudone (5768813)