The equipped sensors on steel pipes. حسب Jiawei Fan (8822046)

"…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…"

Close-up view of the slurry. حسب Jiawei Fan (8822046)

"…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…"

The physical index properties of the loess. حسب Jiawei Fan (8822046)

"…The field experimental results illustrated that: (1) The bearing capacity of inclined steel grouting pipe with anchorage length of 9 m increases 22.6% compared with that of ordinary grouting pipe. (2) Anchorage length is not a significant influence factor for bearing capacity of inclined steel grouting pipes in loess embankment slope, while anchorage length is a significant influence factor for modulus of load-displacement curves of inclined steel grouting pipes in loess embankment slope. (3) Effective anchorage length of inclined steel grouting pipe in loess embankment slope will be slightly increased when increasing anchorage length, while the ratio of effective anchorage length to total anchorage length will be decreased when increasing anchorage length. (4) Inclined steel grouting pipe average cohesive strength along effective anchorage length section at the interface between cement grouting and soil stratum is at least three times compared with that of rock bolt.…"

Force analysis of soil differential element. حسب Guihai Gao (21594002)

"…Based on Duncan-Chang stress-strain model, this paper puts forward a relationship between friction angle and wall displacement ratio, which can consider both non-limit active state and non-limit passive state. …"

Relationship curves of حسب Guihai Gao (21594002)

"…Based on Duncan-Chang stress-strain model, this paper puts forward a relationship between friction angle and wall displacement ratio, which can consider both non-limit active state and non-limit passive state. …"

The values used to build graphs. حسب Guihai Gao (21594002)

"…Based on Duncan-Chang stress-strain model, this paper puts forward a relationship between friction angle and wall displacement ratio, which can consider both non-limit active state and non-limit passive state. …"

Mohr stress circle under different stress states. حسب Guihai Gao (21594002)

"…Based on Duncan-Chang stress-strain model, this paper puts forward a relationship between friction angle and wall displacement ratio, which can consider both non-limit active state and non-limit passive state. …"

The <i>φ</i>_m calculation formulas under three theories. حسب Guihai Gao (21594002)

"…Based on Duncan-Chang stress-strain model, this paper puts forward a relationship between friction angle and wall displacement ratio, which can consider both non-limit active state and non-limit passive state. …"

General experimental design. حسب Marion Hitier (21261938)

"…The electromyographic activity of the semitendinosus muscle was affected by the time (p = 0.004). It revealed a decrease after stretching as compared to a post-warm-up measurement. …"

Results of the two-way repeated measures ANOVA. حسب Marion Hitier (21261938)

"…The electromyographic activity of the semitendinosus muscle was affected by the time (p = 0.004). It revealed a decrease after stretching as compared to a post-warm-up measurement. …"

TAD boundary stability for different noise amplitudes for all chromosomes. حسب Lucas Hedström (21688891)

Functional iKIR do not consistently modify detrimental genotypes. حسب Laura Mora-Bitria (20477525)

"…<p><b>A</b> In the whole cohort, for most detrimental genotypes, iKIR have no impact on the detrimental effect (the ln[OR] of the detrimental genotype is very similar in the strata with a high iKIR score (blue) and the strata with a low iKIR score (orange) and the 95% confidence intervals are overlapping). …"

Local and global sensitivity of the parameters with respect to output intracellular concentration. حسب Manoja Rajalakshmi Aravindakshan (20536584)

Jitter plot illustrating the distribution of three racial groups across varying rural percentages. حسب Michael Bradfield (3540005)

Comparison of dot gain across paper types and screen frequency. حسب Xiaoli Liu (165371)

"…Dot gain curves for 133 lpi and 175 lpi show a consistent non-linear trend, rising to a maximum in the mid-tone range (40%–60% dot area) before decreasing. …"

Contribution of individual models to the ensemble performance on the Lazzarotto <i>et al</i>. (2020) GUIDE-seq dataset. حسب Kai Kimata (22608153)

Certainty of affect predicted by positive and negative valence. حسب Anthony G. Vaccaro (5964368)

<b>Increasing ECM tree dominance enhances </b><b>soil </b><b>lignin </b><b>phenols </b><b>but suppresses microbial necromass contribution to soil organic carbon in a subtropical </... حسب Lu Mengzhen (20146224)

"…Our results indicated that ECM% did not affect SOC content but significantly altered SOC composition. Specifically, a higher ECM% promoted accumulation of plant-derived C and reduced microbial-derived C. …"

Complementary conditioning measures in healthy subjects. حسب Gabriela Ribeiro (4748373)

"…<b>(I) Novelty</b> ratings significantly decreased from pre to post-conditioning (F_(1,51) = 10.2, <i>P</i> = 0.002; post hoc CS^-, <i>P</i> = 0.0001; post hoc CS⁺, <i>P</i> = 0.01) but similarly for both stimuli (F_{(1, 51)} = 0.17, <i>P</i> = 0.7; Interaction: F_{(1, 51)} = 1.1, <i>P</i> = 0.3). …"

PDS and CEP inhibited DDX60-mediated promotion of CCHFV replication. حسب Yutong Sui (11151669)