Model monitoring points and units coordinates. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

Soil mechanical parameters. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

Parameters of the contact surface. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

The schematic diagram of free-field boundary. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

Residual deformation parameters of soil. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

Soil fluid and liquefaction parameters. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

PL-Finn model development procedure diagram. by Jie Zhao (49409)

“…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”

Datasheet1_Short-term effects of temperature and air pollution on mortality in Norway: a nationwide cohort-based study.docx by Shilpa Rao (280703)

“…The cold and heat effects were estimated for different subgroups of participants and at the low (5th percentile), medium (50th percentile), and high (95th percentile) levels of air pollution.</p>Results<p>We observed an increased risk of natural-cause mortality (OR: 1.26 95% CI: 1.09, 1.46) for a decrease in temperature from the minimum mortality temperature (MMT, 17.6°C) to the 1st percentile and an increased risk of cardiovascular mortality (OR: 1.32, 95% CI: 1.04, 1.67) for a decrease from MMT (16.1°C) to the 1st percentile. …”

Using Penalized Synthetic Controls on Truncated Data: A Case Study on Effect of Marijuana Legalization on Direct Payments to Physicians by Opioid Manufacturers by Bikram Karmakar (6494186)

“…We provide evidence that this decrease is due to medical marijuana becoming available as a substitute. …”

Impact of Temperature Variation on the Biological Traits and Lifecycle of Spodoptera exigua(Lepidoptera: Noctuidae): A Meta-Analysis Approach by 洪桦 张 (19650790)

“…<p dir="ltr"><i>Spodoptera exigua</i> is a significant pest of crops, but its ability to adapt to new climates remains poorly understood. …”

Long-term changes in ABG parameters retrospectively tracked from the initiation of LTOT in the CRF group. by Kazuma Nagata (3400058)

“…<p>From five years prior to the initiation of LTOT, a decrease in PaO₂ and PaCO₂, accompanied by an increase in A-aDO₂, was observed. …”

Statistical summaries. by Magdalena Kunat-Budzyńska (20565222)

“…This may indicate that infection causes a decrease in the effectiveness of primarily antioxidant mechanisms, whereas immune mechanisms are still activated during infection. …”

Table 1_Influence of intraoperative electromyographic changes and surgical extent on post-thyroidectomy esophageal motility: a prospective cohort study.docx by Mehmet Gunay (14384565)

“…Postoperative upper esophageal sphincter resting pressure (UESRP) significantly decreased from a median of 181 mmHg (range: 12–407 mmHg) to 109 mmHg (range: 8.6–407 mmHg), postoperatively (p=0.03). …”

A fast <i>in situ</i> hybridization chain reaction method in <i>Drosophila</i> embryos and ovaries by Kyohei Mikami (4237810)

“…We present a rapid isHCR method for <i>Drosophila</i> embryos and ovaries. …”

Data Sheet 1_Efficacy and safety of reduning injection for severe pneumonia: a systematic review and meta-analysis.docx by Yan Wang (15435)

“…</p>Results<p>A total of 1,897 patients with SP from 22 studies were included. …”

Enteropathogen detection and fCal levels. by Muhammad Rehan (406524)

“…<div><p>Diarrheal disease is a leading cause of death among young children globally. …”

Roadbed construction 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. …”

Mixing ratios. 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. …”

Basic parameters of phosphogypsum. 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. …”

Chemical composition of phosphogypsum. 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. …”