Meta-synthesis pattern of post-disaster recovery and reconstruction: based on actual investigation on 2008 Wenchuan earthquake

A devastating Ms8.0 earthquake struck Wenchuan on May 12, 2008, a historical county in Sichuan Province, southwest China, which affected more than half of China. This article makes a comparative study on the pre-earthquake prevention and post-earthquake reconstruction of 14 world-famous earthquakes in the last 100 years, generalizes the various problems in the process of recovery and reconstruction and analyzes the reasons for the enormous damage caused by these earthquakes. Through theoretical research and field investigation on post-Wenchuan earthquake recovery and reconstruction, the meta-synthesis pattern has been summarized and developed. Its ideological foundation is meta-synthesis methodology, concrete expression is Wuli–Shili–Renli three-dimensional approach, and practical realization using an integrated framework. Taking post-earthquake recovery and reconstruction as a complicated systematic project, from the vertical perspective, the whole process can be roughly divided into the phases of transitional recovery and comprehensive reconstruction. While from the horizontal perspective, each phase should have its own support systems. From an investigation of the systematic planning and comprehensive implementation, it can be concluded that post-Wenchuan earthquake recovery and reconstruction has made remarkable achievements over the past 3 years. Since disasters continue to threaten humanity around the world, especially climate-induced extreme weather events, other countries could formulate applicable integrated programs for post-disaster recovery and reconstruction, taking the Wenchuan experience as a reference.     

Determination of Early Paleozoic metamorphic event in the Longshan Complex and its geological implicationSCIEI北大核心CSCD

长期以来,陇山杂岩的归属问题一直存在争议。本文对出露于秦岭-祁连山结合部位的陇山杂岩中石榴黑云斜长片麻岩和石榴斜长角闪岩进行了详细的岩石学、P-T温压计算、独居石和榍石U-Pb年代学研究。通过详细的岩相学观察,石榴黑云斜长片麻岩的变质峰期矿物组合为石榴子石+黑云母+斜长石+石英;石榴斜长角闪岩中则识别出了以石榴子石+单斜辉石+角闪石+斜长石+石英为峰期的变质矿物组合。通过传统温压计计算,石榴黑云斜长片麻岩(样品21LS40)和石榴斜长角闪岩样品(样品21LS42-1)的峰期变质P-T条件分别为700℃、0.72GPa和710℃、0.74GPa。激光剥蚀电感耦合等离子体质谱(LA-ICP-MS) U-Pb数据表明,石榴黑云斜长片麻岩中独居石的206Pb/238U的加权平均年龄为407~435Ma。石榴斜长角闪岩中榍石的下交点年龄分别为410±7Ma、409±5Ma和426±10Ma,榍石中Zr含量温度计的计算结果分别为750℃、751℃和748℃(假定压力为0.7GPa)。本文从变质作用的角度出发,将陇山杂岩与秦岭杂岩进行温压条件和变质时代对比研究,认为陇山杂岩与东秦岭杂岩高压-超高压岩石的最后一期退变质作用和西秦岭天水地区的秦岭杂岩麻粒岩相变质作用类似,可能为北秦岭造山带的西延。     

全球锑原材料贸易格局演化分析

随着中国锑矿产量下降以及全球新能源领域对锑需求量的增加, 全球锑原材料供需格局正在改变。对全球锑原材料贸易格局的现状及演化过程开展分析, 有助于世界各国构建弹性的锑原材料供应链。本文基于物质流与复杂网络分析方法, 定量刻画了四类锑原材料(锑矿石、锑金属、锑初级加工品、再生锑)的全球贸易格局(2002—2020年), 分析了典型国家(地区)的锑原材料贸易结构及贸易地位变化特征, 总结了贸易格局的演化规律。研究发现: (1)锑初级加工品是全球最主要的贸易品种, 其贸易量占全球锑原材料总贸易量的一半以上; (2)中国和美国分别是贸易地位排名前两位的国家, 印度、欧盟、韩国是贸易地位上升最快三个国家(地区); (3)欧盟锑金属的进口来源呈现明显的多元化趋势, 显著降低了对中国的进口依赖, 表明欧盟近些年实施的关键原材料多元化进口战略取得了显著成效; (4)中国在全球锑原材料供应格局中的绝对优势地位在下降, 与此同时, 全球锑原材料贸易格局正朝着更加多元的方向发展。     

基于模型试验的泥石流坡面物源启动预警模型

为进一步探明银洞子沟物源区坡面物源启动机理与降雨的相关性,在进行详细的现场考察与工程勘察工作后选取了典型模型体,并采用20余组人工降雨物理试验方法将降雨强度与坡度设为控制变量,研究了4种坡形、5种雨强条件下,坡面松散物源的失稳机制及破坏模式。试验结果揭示了地表变形与地下物理力学参数变化的定量响应关系,并基于试验发生破坏的临界雨量,建立了银洞子沟传统I-D预警模型。之后提炼可靠预警参数(坡度、深部体积含水率),通过数学回归分析方法并采用Exponential模型,得出IGD、IGM多参数新型预警判别式,实现了传统I-D模型的有效修正,并具一定的可靠性和实用价值。     

Compositional fractionation of polyaromatic hydrocarbons in the karst soils, South China

This study aims to explore the condensation and fractionation trends of persistent organic pollutants (POPs) in the karst soils. The tiankeng is a karst surface expression that can act as a focal point for introduction of contaminants to a karst aquifer, which may serve both as condenser for vapor phase POPs and as barrier/sink for particulate associated less volatile POPs. The fractionation of POPs in soils from the upper rim and floor of tiankeng is of interest in understanding the role of tiankeng in the long-distance transport of POPs. In the present study, polycyclic aromatic hydrocarbons (PAHs) in the surface soils from the upper rim and floor of Dashiwei tiankeng in Southern China were analyzed. The total PAH concentrations in soils were 23.40–190 ng g⁻¹, with phenanthrene being the most abundant. The distribution patterns of PAH compounds in the soil samples matched well with their properties. It indicated the heavy PAHs were susceptible to retention by the floor soils of tiankeng than light PAHs. A plot of Cfloor/Crim against PAH molecular weight gave a good positive relationship in the molecular weight range of 152–276. It is suggested that the floor soils can be focal points of more concentrated PAH and deserve attention. The concentrations of total PAHs in the floor soils (43.40–190 ng g⁻¹, mean 87.76 ng g⁻¹) were higher than those in the upper rim (23.40–88.94 ng g⁻¹, mean 57.74 ng g⁻¹). In addition, there was a shift in compound pattern with an increase in the proportion of light PAHs (2–3 rings), a decrease in heavy PAHs (5–6 rings) and a relatively stable content of 4-ring PAHs. A combination of particulate scavenging and cold condensation is proposed as the major mechanism for the compositional fractionation of PAHs in the soils from the upper rim and floor of tiankeng.     

Tectonic Stress Field's Characteristic and Its Relationship of Uranium Mineralization at Dazhou Volcanic Faulted Basin in Quzhou, Zhejiang Province

在构造变形研究的基础上,通过野外露头共轭剪节理的产状测量,采用数学统计方法进行分期配套,并结合前人的研究成果,开展了大洲火山断陷盆地古构造应力场及其与铀成矿关系的研究.总结了主要经历的四期构造应力:前晚侏罗世构造期、磨石山期、衢江期、始新世—渐新世构造期,分别讨论了各个期次对铀成矿的控制作用,指出后三个构造期与铀成矿关系密切,即磨石山期构造应力场为成矿准备了储矿空间,衢江期构造应力场为成矿准备了导矿空间,而始新世—渐新世构造期构造应力场对已形成矿体进行了破坏或改造.     

Irrigation-induced loess flow failure in Heifangtai Platform,North-West China

Because the construction of dams and hydro-electric power stations of Liujiaxia and Yanguoxia across the Yellow River in West Gansu Province, North-West China, inhabitants in the reservoir areas were resettled in Heifangtai Loess Platform. Irrigation thus started in 1968. Perched water table was significantly raised and resulted in many loess flow failures in the past 30 years. This type of landslide was often featured by long runout distance, high speed and recurrence. Laboratory tests along ICU and CSD stress paths were performed. It is shown that the loess has a strong strain-softening behavior and instability can occur in drained condition before undrained liquefaction. The failure mechanism of loess flow can be interpreted as the following process: with increasing perched water table, collapse in loess was first triggered in drained condition and led to undrained loading to adjacent soil in the lower saturated part of the loess platform. Under gravity loading applied by upper dry loess, undrained flow failure mobilized, eventually.