The Dynamic Evaluation of Rock Slope Stability Considering the Effects of Microseismic Damage

A state-of-the-art microseismic monitoring system has been implemented at the left bank slope of the Jinping first stage hydropower station since June 2009. The main objectives are to ensure slope safety under continuous excavation at the left slope, and, very recently, the safety of the concrete arch dam. The safety of the excavated slope is investigated through the development of fast and accurate real-time event location techniques aimed at assessing the evolution and migration of the seismic activity, as well as through the development of prediction capabilities for rock slope instability. Myriads of seismic events at the slope have been recorded by the microseismic monitoring system. Regions of damaged rock mass have been identified and delineated on the basis of the tempo-spatial distribution analysis of microseismic activity during the periods of excavation and consolidation grouting. However, how to effectively utilize the abundant microseismic data in order to quantify the stability of the slope remains a challenge. In this paper, a rock mass damage evolutional model based on microseismic data is proposed, combined with a 3D finite element method (FEM) model for feedback analysis of the left bank slope stability. The model elements with microseismic damage are interrogated and the deteriorated mechanical parameters determined accordingly. The relationship between microseismic activities induced by rock mass damage during slope instability, strength degradation, and dynamic instability of the slope are explored, and the slope stability is quantitatively evaluated. The results indicate that a constitutive relation considering microseismic damage is concordant with the simulation results and the influence of rock mass damage can be allowed for its feedback analysis of 3D slope stability. In addition, the safety coefficient of the rock slope considering microseismic damage is reduced by a value of 0.11, in comparison to the virgin rock slope model. Our results demonstrate that microseismic activity induced by construction disturbance only slightly affects the stability of the slope. The proposed feedback analysis technique provides a novel method for dynamically assessing rock slope stability and can be used to assess the slope stability of other similar rock slopes.     

地下水嘧磺隆污染分析研究

目前国内外学者对嘧磺隆研究主要集中在其防除杂草的效果和用量方面,而对环境产生的生态效应研究仍然是一个空白.本文以某市用地下水灌溉蔬菜后相继出现受害事件展开调查,通过实地勘察农作物及其他野生植物的受害症状和特征,对污染区的潜水进行了全量分析,排除了地下水中无机物污染的可能.通过相关有机物的确认模拟试验,初步认定潜水遭受污染可能与嘧磺隆有关.在检测污染区及非污染区潜水中嘧磺隆含量和分析污染区地貌、水文地质条件的基础上,进行综合分析论证,得出了地下水确系嘧磺隆污染的符合实际情况的结论,为受害区农业生产污染防治提供了依据.     

汞矿区稻田土壤汞形态分布特征及对甲基化的影响

汞污染区稻米甲基汞超标现象普遍存在,汞在土壤中的形态分布被认为是影响甲基化过程的重要因素之一.本研究选取贵州省万山废弃汞矿区和土法炼汞区为研究区域,在水稻生长期间对稻田土壤剖面中总汞、甲基汞及形态汞进行测定,结合土壤环境因子指标,讨论土壤汞形态分布特征对甲基化的影响.研究表明,汞矿区稻田土壤中总汞和甲基汞均表现出随土壤...     

Reconstruction of the Triassic Tectonic Lithofacies Paleogeography in Qiangtang Region, Northern Qinghai-Tibet Plateau, China

The Triassic petrostratigraphic system and chronologic stratigraphic sketch have been updated and perfected in the Qiangtang area, Qinghai-Tibet Plateau based on the integrated 1:250000 regional geological survey and the latest research progeny. The first finished 1:3000000 Triassic tectonic lithofacies paleogeographic maps in the Qiangtang area shows that the Triassic tectonic unit in the Qiangtang area can been divided into three parts from north to south: northern Qiangtang block; Longmucuo-Shuanghu suture zone; and southern Qiangtang block.     

双频激电法在河南某钼矿带进行快速找矿评价中的应用

文章主要介绍了运用双频道激发极化法在河南省豫西山区进行快速找矿工作中发现矿体的过程及在野外施工过程中应注意的几个问题。通过双频激电中梯测量,在工作区圈定了3处激电异常,通过该区地质资料,岩(矿)石物性特征以及化探次生晕资料对激电异常进行了综合研究分析,经过钻探验证,此异常与隐伏钼矿体和钼矿化有关。证明了双频激电法完全能适应在豫西山区进行快速找矿评价,并取得良好的效果。     

泥石流调查遥感解译新方法研究

文章在分析总结近年来遥感技术在地质灾害调查评价工作应用的基础上,针对存在的不足,就区域小流域泥石流地质灾害调查评价的遥感解译应用,提出了基于虚拟GIS和水文空间分析的遥感解译方法（RSVH）。该方法综合利用虚拟GIS、遥感图像数字处理技术和空间分析技术,将大尺度区域降级为较小尺度的空间逻辑单元。针对各单元应用遥感影像和高精度DEM数据创建三维虚拟场景。同时叠加地形、地质、岩性、土壤、灾害等具有丰富属性信息的图层,较好地解决了大尺度区域范围内遥感解译工作面临的困难。为小流域地质灾害的调查工作提供了新思路。     

赣南岐山岩体深熔-幕式岩浆活动:来自锆石U Pb精细年代学研究

武夷山地区加里东期深熔混合岩化-岩浆作用普遍,且两者时代一致或相近,但是加里东期深熔作用的启动时间尚不明确。赣南寻乌县岐山岩体位于武夷山构造带南部,该岩体形成时代缺乏精确的年代学依据。基于锆石LA-ICP-MS U-Pb测年手段,在该岩体中发现两期锆石,早期锆石为深熔成因,晚期为岩浆成因。本次研究获得的晚期锆石形成时代为445~440Ma,具有从外向内年龄渐新的规律,表明该岩体形成于晚奥陶世晚期-早志留世,可能是从源区上升的不同批次岩浆就位的结果,即该岩体为加里东期深熔-幕式、多期次岩浆活动的结果。边缘部位与岩体中心部位分别获得早期深熔锆石加权平均年龄值(458±4Ma)与岩浆锆石加权平均年龄值(460±4Ma),两者在误差范围内一致。表明武夷山地区在加里东早期,大约460Ma左右发生了一期深熔-岩浆活动,为武夷山构造带加里东运动深熔作用的启动时代提供了制约。     

滇东北DD1井五峰组—龙马溪组地层界线划分及沉积环境演变

DD1井上奥陶统临湘组泥灰岩之上发育大套粉砂质泥岩,笔石化石缺乏,也未发现观音桥段含赫南特贝灰岩标志层,O-S界线通过生物地层和岩石地层方法难以确定.微量、稀土元素分析表明,粉砂质泥岩中部(1288.3 m)的Th、Sr、Y、Th/U以及Cen、Eun、δCe、δEu曲线均呈现尖锐的异常峰,该处∑REE含量显著高于上下...     

倾斜层位偏移规律研究

层状介质模型是对实际地质情况较为准确的近似。而在实际的数据处理过程中,以等效均匀介质代替层状介质,波传播的几何路径、介质速度的差别会使对倾斜界面位置的判断偏离实际情况。针对设计的理论模型和从测井数据提取的实际介质模型,笔者运用几何射线理论和波场数值模拟技术,定量计算并提取了层状介质模型和等效均匀介质模型两种情况下反射点在时间和空间上的偏移量。结果证明,等效均匀介质模型近似会造成对倾斜界面位置的判断不准确; 准确的速度模型是偏移归位研究的关键,应尽量使用由地震测井资料求得的瞬时速度。     

微波消解-氢化物发生原子荧光光谱法测定茶园土壤中的铅

样品用王水微波消解浸提,氢化物发生-原子荧光光谱法测定茶园土壤中痕量铅的含量。对样品浸取方法、实验条件、增感剂和共存元素进行了条件实验。结果表明,王水微波消解浸取,铅浸出量最大,减少了试剂用量和环境污染;铁氰化钾-盐酸羟胺体系有显著的增感作用,铁氰化钾在配制溶液时用米糠除去试剂中可能存在的铅,降低了空白;钴、锌、砷、镉等共存离子不干扰铅的测定,通过加入邻菲啰啉-硫氰酸钠消除铁和铜的干扰,提高了铅的回收率。方法检出限为0.65 μg/L,精密度(RSD,n=10)为1.89%,回收率在86.8%~110.4%之间。用土壤标准物质验证,测定值与标准值相符,方法快速准确,适合于大批量样品的分析检测。