利用S波高频衰减参数对云南地区地壳Q值成像

根据35个数字地震台站记录的云南地区1999 ~2007年6429个近震的波形资料,采用遗传算法对S波位移谱的高频衰减进行拟合,得到19009条衰减算子t^*数据.根据这些衰减算子t^*数据,反演得到云南地区地壳Q值分布.结果表明,云南地区的地壳Q值分布存在显著的横向不均匀性,即红河断裂北侧地壳Q值整体偏低,而红河断裂南侧地壳Q值整体较高.云南地区1900年以来6级以上强震基本上位于低Q值区域,这可能由于强烈构造活动导致地壳产生大量裂隙,且裂隙中充满流体,从而表现为低Q值;但呈北西向的龙陵—澜沧—耿马—孟连一带的强震却位于高Q值区,这可能与该地区正发育一条新的构造带有关.此外,云南地区的高大地热流点(>80 mW/m²)基本上位于低Q值区域,热流值与衰减值成负对应关系.     

嗜水气单胞菌(Aeromonas hydrophila)引起斑马鱼肠道生理损伤和肠道菌群失调

研究分析了嗜水气单胞菌(Aeromonas hydrophila)感染斑马鱼后肠道生理健康和肠道微生物的变化。以斑马鱼为研究对象,刮伤皮下真皮,使用105 CFU/mL浓度的嗜水气单胞菌暴露6 h后转入清水,分别在暴露前、暴露后6 h、12 h、24 h取样。使用鱼特异性酶联免疫吸附试验(ELISA)试剂盒,检测肠道中紧密连接蛋白ZO-2 (TJP2)含量和乙氧基异戊二烯-O-脱乙基酶(EROD)酶活性,结果表明,嗜水气单胞菌暴露引起了斑马鱼肠道生理损伤,表现为肠道TJP2含量、EROD酶活性在暴露后显著下调。采用16S rRNA高通量测序检测肠道微生物及其菌群结构变化,嗜水气单胞菌暴露斑马鱼后致病菌不动杆菌属(Acinetobacter)明显增加,OTUs数量明显下降,Alpha多样性降低,结果说明嗜水气单胞菌引起了斑马鱼肠道菌群失调。肠道中微生物的多样性与改善肠道上皮和黏膜屏障功能紧密相关,该研究对从肠道健康的角度评价嗜水气单胞菌毒性,探索嗜水气单胞菌的致病机制具有重要意义。     

Deformation of a sandstone–mudstone particle mixture induced by periodic saturation

This study focuses on the evaluation on deformation induced by periodic saturation of a sandstone–mudstone particle mixture. Two types of triaxial tests, without and with periodic saturation, were performed. The strain–stress relationships from the two types of tests indicate that the periodic saturation may induce an increment of axial strain (Δε), and the Δε values are related to the ratio of confining to atmospheric pressure (σ₃/p_a), stress level for periodic saturation (L), and number of periodic saturation or cycles (N). The values of Δε are increasing along logarithmic curves with increment of N value from 1 to 20, and increase along straight lines with increasing L value from 0.18 to 0.82 or σ₃/p_a value from 1 to 4. Based on the analyses of experimental data, a logarithmic fitting equation, which is a function of N, L, and σ₃/p_a, is suggested to predict the Δε value. And based on the fitting equation and simple analyses on stress state, another equation, which may be used to estimate the settlement induced by periodic saturation of a large-area foundation filled using the sandstone–mudstone particle mixture, is also suggested.     

水泥土的长期渗透特性研究

实施了水泥固化粉土和高岭土的室内渗透试验,在分析水泥土灰水比和龄期对渗透性影响的基础上,提出了不含拟合参数的水泥土长期渗透系数预测式。试验结果表明,与原土种类无关,同一龄期水泥土的渗透系数随灰水比的增大线性减小;粉土水泥土的渗透系数大于相同灰水比、相同龄期高岭土水泥土的渗透系数;水泥土渗透系数随灰水比的降低速率与原土的种类及龄期有关,粉土水泥土渗透系数随灰水比的降低速率大于相同龄期高岭土水泥土的渗透系数降低速率;与原土种类无关,水泥土的渗透系数随龄期的增大逐渐降低,在龄期超过28 d后,渗透系数随龄期的降低速率减小。预测式预测的结果基本反映了水泥土渗透系数随龄期的变化规律。     

HI detection of J030417.78+002827.4 by the Five-hundred-meter Aperture Spherical Radio Telescope

We present the first HI 21 cm spectroscopy detection of J030417.78+002827.4,which is an active galactic nucleus (AGN) with an intermediate-mass black hole (IMBH...     

长江口北支水道萎缩淤浅分析

根据1958～2009年长江口北支水下地形实测数据,基于GIS技术进行计算分析,结果表明：长江口北支水道趋于萎缩淤浅,其发展特征表现在河道宽度缩窄、水深变浅、水域面积减少以及河槽容积缩小;其驱动原因为1955年左右的自然河势调整以及几十年来沿岸人工围垦工程;北支萎缩淤浅造成了水道消亡加速、水沙倒灌风险加大。拟应采取修闸建坝等水利设施,充分利用北支水道的价值,减小其负面风险。     

中国碳中和目标内涵与实现路径综述

碳中和已成为引领中国中长期可持续发展的纲领性目标.通过对已有研究成果的梳理与评述,从目标内涵和实现路径两个方面探讨了"碳中和是一场广泛而深刻的经济社会系统性变革"这一重要命题.中国碳中和目标与全球温控2℃/1.5℃目标内涵一致,需要以阶段性减排成效为基础制定中期行动方案来逐步实现长期减排目标.作为实现碳中和目标的两个主...     

Radial consolidation with variable compressibility and permeability following pile installation

The excess pore pressure generated by pile installation gradually dissipates following installation, which mainly dominates the increase of pile capacity with time. The dissipation of the excess pore pressure following pile installation has been widely investigated by experimental and theoretical studies. However, in most research, the consolidation coefficients were assumed to be constant for simplification, which may lead to errors. In the present study, the dissipation of the excess pore pressure is analyzed by radial consolidation theory with a variable consolidation coefficient based on the linear responses of e − ln(p^′) and e − log(k). The governing equation of the radial consolidation considering variable compressibility and permeability are solved by the variable separation method. Bessel functions are used to solve the differential functions for the time independent part. The excess pore pressure immediately after pile installation is obtained from cavity expansion theory and is used as the initial condition of the consolidation process. Moreover, the influences of variable compressibility and permeability on the variation of consolidation coefficient and excess pore pressure dissipation are analyzed.     

A loess landslide induced by excavation and rainfall

The initiation of loess landslides is a common engineering problem during the construction of the expressway or other engineering works in the Loess Plateau of China. The engineers and researchers should devote themselves to the prevention of the initiation of loess landslides. This study focused on a loess landslide which was induced during the construction of an expressway in Shanxi Province of China. The stabilities of the loess hillside slope before and after excavation were analyzed using limit equilibrium analysis method and the strength reduction finite element method, respectively. The analysis results indicated that the loess hillside slope, before excavation, was stable under both natural state and rainfall conditions. The collapse of the loess hillside slope, or the initiation of loess landslides, after having been excavated, was induced by excavation and rainfall. The integrated stabilization method including four parts was used to stabilize the loess landslide. The four parts were a reinforced concrete piles row, a rubble concrete retaining wall, alteration of slope geometry, and interception and drainage of water. The initiation of the loess landslide might be evitable if it was given enough attention before excavation; thus, the problem of loess landslides should be paid big attention during the survey and design of the engineering works, not only during the construction.     

An anionic biopolymer γ-polyglutamate enhanced the microbially induced carbonate precipitation for soil improvement: mechanical behaviors and underlying mechanism

The use of biopolymer to improve the performance of microbially induced carbonate precipitation (MICP)-treated sands is a novel and eco-friendly concept. This work found an anionic biopolymer, γ-polyglutamate (γ-PGA), could significantly improve the performance of MICP-treated sands. Comparing the control with absence of γ-PGA, the concentration of 0.1–9 g/L γ-PGA increased the compressive strength of MICP-treated sands by 1.54–3.96 times and significantly reduced the brittleness. The MICP process analysis and microstructural detection demonstrated that γ-PGA in the specimens provided many nucleation sites and templates for calcite generation, partially kept the bacterial urease activity by replacement of the bacteria as nucleation sites, thereby improving the calcite generation. The γ-PGA also cemented sand grains with calcite through the hydrogen bond-type intermolecular interactions. Both the calcite generation and the hydrogen bond-type intermolecular interactions by γ-PGA played vital roles in enhancing MICP for soil improvement. Additionally, γ-PGA, as a viscoelastic admixture between the crystals and sand grains, effectively dissipated the energy of stress and thus reduced the brittleness of MICP-treated sands. This is the first report on the application of anionic biopolymer to MICP technology. It provides a novel concept in promoting the efficiency and sustainability of MICP.