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Micropile groups (MPGs) are an effective means of geological disaster prevention for small- and medium-sized landslides, with the advantages of light structures and convenient construction. However, the mechanical and deformation characteristics of MPGs are complex, and their practical application is ahead of theoretical research, which greatly limits the popularization and application of MPGs. This paper conducts a series of centrifuge model tests to investigate the mechanical and deformation characteristics and the antislip mechanism of MPGs, then compare them with those of conventional piles (CPs). In particular, MPGs with and without the platform in the strengthening process of the talus slope are compared, and monitoring the reinforcement effect of MPGs subjected to gravity loading. The results suggest that the soil pressure shows a triangular distribution pattern and is influenced by the position of the potential slip zone and the geometry of the bedrock surface. The compatibility deformation of the pile-soil leads to the stress release of the soil behind the pile, which is an important part affecting the antislip mechanism of the MPG. The platform limits 75% of the pile top displacement of the MPG and simultaneously redistributes the stress of the piles, providing a better overall antislip effect of the pile-soil composite. Key words: centrifuge modelling test, micropile group, talus slope, compatibility deformation, pile-soil interaction, antislip mechanism, 1. Introduction There are many geological disasters in China, with landslides (mainly small- and medium-sized landslides) accounting for the largest proportion (>50%)(Pei et al. 2021). As an antislip facility, micropiles [...]

Several studies reported that the expression of SIRT1 was associated with the clinical features of patients with esophageal squamous cell carcinoma (ESCC), but the function remains inconsistent. We conducted this study to illustrate the clinical value of SIRT1 expression in the early diagnosis and prediction of prognosis of ESCC. In this study, PubMed, Embase, and Web of Science were searched by two independent researchers and STATA14.0 software was used to conduct meta-analysis. The odds ratio with 95% confidence interval was used to estimate the pooled effect. Egger’s test and Begg’s funnel were used to assess publication bias. Sensitivity analysis was used to evaluate the reliability and stability of meta-analysis results. According to the inclusion and exclusion criteria, six studies were enrolled, including 811 cases of ESCC. Results of the meta-analysis indicated that SIRT1 was overexpressed in ESCC and the SIRT1 expression was closely related to the clinicopathological features of ESCC, such as tumor infiltration, tumor node metastasis (TNM) stage, and lymph node metastasis. In the survival analysis, high expression of SIRT1 represented a poor prognosis in ESCC patients. Our study demonstrated that SIRT1 was overexpressed in ESCC, and it might be a potential biomarker for progress of ESCC.

Maize ear related traits are directly related to yield, and the analysis of their genetic basis is of great significance for guiding maize genetic improvement. In this study, the phenotypic characteristics of eight traits were identified in 168 high generation backcross recombinant inbred lines (AB-RILs) in six environments over three years. QTLs for eight traits were mapped with 11,407 SNP markers generated by 10 K liquid chip in maize. A total of 32 QTL related to eight ear traits were identified in this study, including five environmentally consistent QTLs and three pleiotropic QTL. Further, we used the genotypic and phenotypic data of 507 maize inbred lines to analyze the candidate regions of major QTL and identified 19 candidate genes that might be related to ear shape. We finally speculated four genes as candidate genes based on the analysis of evolution and expression of the genes. These results provide the important marker information for the genetic improvement of ear traits in maize breeding and offered guidance for the cloning of genes related to ear traits. [ABSTRACT FROM AUTHOR]

The reliable numerical simulation of the landslide process contributes to the establishment of evidence-based disaster mitigation measures in seismically active zones. To achieve this goal, a simple and unified state-dependent shear strength model of discontinuities is presented to describe the shear strength degradation in a seismic landslide process. The proposed model establishes a relationship between the shear strength parameters and the global safety factor of the slope by assuming that the slope instability (or landslide initiation) is accompanied by an instantaneous shear strength degradation of discontinuities. To realize the model numerically, the algorithms for the computation of global safety factor and the modification of shear strength parameters were incorporated into the discontinuous deformation analysis (DDA). Subsequently, the kinematic accuracy of the improved DDA method was validated by comparisons with theoretical solutions for the dynamic sliding of a block on an inclined plane. Numerical simulations of the Daguangbao landslide triggered by the Wenchuan earthquake were performed using the improved DDA method. The results illustrate that the shear strength degradation of discontinuities affect the evolution process, travel distance, and post-failure shape of the seismic landslide significantly. Key words: seismic landslide, runout analysis, shear strength degradation, numerical modelling, discontinuous deformation analysis (DDA). La simulation numerique fiable du processus de glissement de terrain contribue a l'etablissement de mesures d'attenuation des catastrophes fondees sur des donnees probantes dans les zones sismiques actives. Afin d'atteindre cet objectif, un modele simple et unifie de discontinuites de resistance au cisaillement en fonction de l'etat est presente pour decrire la degradation de la resistance au cisaillement dans un processus sismique de glissement de terrain. Le modele propose etablit une relation entre les parametres de resistance au cisaillement et le facteur de securite global de la pente en supposant que l'instabilite de la pente (ou declenchement du glissement de terrain) s'accompagne d'une degradation instantanee de la resistance au cisaillement des discontinuites. Pour realiser numeriquement le modele, les algorithmes de calcul du facteur de securite global et de modification des parametres de resistance au cisaillement ont ete integres dans l'analyse des deformations discontinues (ADD). Par la suite, la precision cinematique de la methode d'ADD amelioree a ete validee par des comparaisons avec des solutions theoriques pour le glissement dynamique d'un bloc sur un plan incline. Des simulations numeriques du glissement de terrain de Daguangbao declenche par le tremblement de terre de Wenchuan ont ete effectuees a l'aide de la methode d'ADD amelioree. Les resultats montrent que la degradation de la resistance au cisaillement des discontinuites affecte considerablement le processus d'evolution, la distance de deplacement et la forme apres rupture du glissement de terrain sismique. [Traduit par la Redaction] Mots-cles : glissement de terrain sismique, analyse du glissement, degradation de la resistance au cisaillement, modelisation numerique, analyse des deformations discontinues (ADD)., 1. Introduction During the past three decades, countless landslides induced by strong earthquakes in earthquake-prone regions and countries have occurred. These geological disasters always lead to a loss of property, [...]