高放废物地质处置阿拉善预选区巴彦诺日公地段目标深度岩体质量预测

高放废物地质处置阿拉善预选区巴彦诺日公地段位于阿拉善地块东部,主要由二叠纪侵入的花岗岩构成,地壳次稳定。通过踏勘,确定了2个钻孔,布置了若干条物探剖面。以这2个钻孔为中心,在17km×17km范围内进行了工程地质测绘,获得了地表结构面分布特征。地表岩体质量以III级岩体为主,地表以下3m~4m处多为I级和II级岩体。根据钻孔岩芯编录和力学试验数据,对岩芯质量进行评价,岩芯整体质量较好,以Ⅰ级和Ⅱ级岩体为主。对比岩体质量和测井数据,发现岩体质量与岩体的物理参数具有明显的相关性。通过和CSAMT剖面上对应位置的对比,建立了岩体质量与电阻率的关系。结合地表岩体质量、钻孔岩芯质量和物探剖面,对目标深度岩体进行了预测：目标深度（600m深左右）岩体质量以Ⅰ级岩体为主,局部有Ⅱ级岩体和Ⅲ岩体。     

Geological controls on rock mass classification of coal from Huntly East Mine, New Zealand

Rock Mass Rating (RMR) measurements from 65 sites within Huntly East underground coal mine are presented. All measurements are in coal, for which the dominant discontinuities are vertical cleat. Basic RMR values using two discontinuity spacings are presented: overall RMR based on the average spacing of all individual discontinuities; and cleat zone RMR based on the average spacing between zones of cleat. Cleat orientations are highly variable, but on average approximately parallel horizontal stress axes (face cleat follows maximum horizontal stress axis, butt cleat follows minimum horizontal stress axis).Contours of RMR variations throughout the mine are used to compare rock mass conditions with geological structure. It is apparent that: (1) RMR is least within downthrown fault blocks, and particularly immediately on the downthrown sides of faults, and greatest in upthrown fault blocks; and (2) RMR contours parallel horizontal stress axes within fault-bounded blocks, and bend to parallel faults at block boundaries. From similar contours for parameters contributing to RMR, the Rock Quality Designation (RQD), groundwater rating, and discontinuity condition rating create most of the observed variations in RMR. RQD is determined from the measured discontinuity frequency and hence is a measure of the degree of fracturing of the rock mass. This is interpreted as influencing the groundwater and condition parameters directly by allowing greater water ingress. Discontinuity frequency is greatest (least spacing) in the immediate vicinity of faults, and in downthrown fault blocks, generating low RMR values. Within fault blocks RQD varies little, so RMR contours align with cleat orientations.As RMR contours, faults, stress field and cleat orientation are clearly interrelated, there is unequivocally a connection between RMR and structural geology; this allows some predictive capacity in terms of ground conditions. If geological features can be accurately defined through either drilling programs or seismic surveys, then ground conditions may be predicted before panels are driven.     

灰岩成因-结构分类的进展及其相关问题讨论

由Folk在1959，1962年及Dunham在1962年所提出的灰岩因－结构分类体系，具有划时代的意义，至今还得到极为广泛的应用，Embry和Klovan在1971年关于生物礁灰岩的成因－结构分类，即关于骨架灰岩，障积灰岩，粘结灰岩的成因－结构分类的第一次重要的补充，它解决了与生物作用有关的灰岩不符合Folk和Dunham的结构成熟度概念的矛盾，而对成岩作用及其产物的更深入研究，地质学家们发现了许多布成岩作用形成的泥晶化作用和颗粒化作用，由它们所形成的岩石也不符合Folk和Dunbam的结构成熟度概念，导致了Wright在1992年提出了一个更完整的灰岩成因－结构分类体系，把灰岩分为生物作用类，沉积作用类及成岩作用类三大类，即Folk和Dumban描述的分类均属于沉积作用类。要特别指出的是，在从松散沉积物到已石化的竖硬石头的成岩过程中，不但灰岩的结构会发生变化，而且组分也会发生变化，从而使灰岩的成因－结构分类变得更加复杂，关于这方面还存在许多有待进一步研究的问题。在审视Wright在1992年的分类体系时，有必要在沉积作用类中增加“非正常沉积作用亚类灰岩”，针对许多非礁相地层中发育的由生物礁岩石构成的生物层及生物丘，因而有必要对生物作用灰灰岩进行更进一步的分类。     

基于合成孔径雷达回波信号的海洋溢油监测方法研究

海洋油污染是各类海洋污染中最常见、分布面积最广且危害程度最大的污染之一。近年来,海洋特别是近海人类活动频繁,且随着海上运输和石油加工业的发展,油田井喷、钻井平台爆炸、船舶碰撞等所造成的溢油事故增多,因而,监测海洋溢油具有重要的经济和社会现实意义。研究采用MatLAB工具,通过图像预处理(图像校正和增强)、特征提取和神经网络识别等方法,对合成孔径雷达(SAR)海洋溢油图像进行处理,最终期望实现半自动区分SAR图像上各类目标,并进行多种神经网络方法效果比较。研究首先对SAR海洋溢油图像进行初步人工识别;然后进行图像预处理(几何校正、滤波处理等)和基于灰度共生矩阵的特征值计算;最后,借助神经网络方法对溢油区域和疑似溢油区域进行分类,输出分类处理后的图像。通过输出图像分析发现,神经网络能对SAR海洋溢油图像中溢油、海水、土地3类目标进行明确分类,且RBF神经网络模型精度高于BP神经网络。本文提出的半自动分类方法不仅能提高SAR图像处理效率,将分类目标扩充有溢油和非溢油扩充到溢油、海水、土地3类,提高图像处理的全面性,同时通过比较RBF和BP神经网络在SAR溢油图像分类上的具体优劣,有着较好实际意义。     

利用激光强度信息分类激光扫描测高数据

三维机载激光扫描测高数据中不仅含有每个激光脚点的位置和高程信息,而且越来越多的系统同时能提供激光脚点回波信号的强度信息。不同反射面介质对激光信号的反射特性不一样,用实测的数据对激光回波信号的强度信息进行统计标定,并基于标定结果,实现了联合激光强度信息和高程信息进行分类的算法,获得了较为满意的结果。     

Deltaic soil behavior classification using CPTu records—Proposed approach and applied to fifty-four case histories

For the past four decades, the CPT has played a key role in onshore and offshore soil investigations. One of the main applications of cone penetration test (CPT) is the soil behavioral classification. Most of the developed methods for soil identification using CPT and CPTu (piezocone) data are well categorized for common soils, such as clays, silts, and sands. Soils with low resistance or more compressibility generally involve problems in geotechnical engineering practice and construction projects. Consequently, these unusual deposits require further evaluation and more detailed data. Five major groups of problematic soils including: liquefiable, sensitive, peaty, collapsible, and expansive soils have been considered in this study. One hundred and forty CPT and CPTu test records were collected from fifteen countries. Sixty-one of the records are related to difficult soils. A brief comparison is performed for currently used soil behavioral classification charts, such as by Campanella et al. (1985 Campanella, R. G., P. K. Robertson, D. Gillespie, and J. Greig. 1985. Recent developments in in-situ testing of soils. Proceedings of 11th International Conference on Soil Mechanics and Foundation Engineering, ICSMFE, San Francisco, Vol. 2, 849–54. [Google Scholar]), Robertson (1990 Robertson, P. K. 1990. Soil classification using the cone penetration test. Canadian Geotechnical Journal 27 (1):151–58. doi:10.1139/t90–014[Crossref], [Web of Science ®] , [Google Scholar]), Jefferies and Davies (1991 Jefferies, M. G., and M. P. Davies. 1991. Soil classification using the cone penetration test: Discussion. Canadian Geotechnical Journal 28 (1):173–76. doi:10.1139/t91–023[Crossref], [Web of Science ®] , [Google Scholar]) and Eslami and Fellenius (1997 Eslami, A., and B. H. Fellenius. 1997. Pile capacity by direct CPT and CPTu methods applied to 102 case histories. Canadian Geotechnical Journal 34 (6):886–904. doi:10.1139/cgj-34–6-886[Crossref], [Web of Science ®] , [Google Scholar]). Analysis based on CPT data indicates that a few commonly used charts recognize relatively well problematic deposits. However, further studies are needed to increase the accuracy and capability of methods. Existing charts have some problems due to the limitations of the nature of rectangular charts based on two axes. A new format of classification chart, i.e., triangular form containing cone tip resistance (q_c), sleeve friction (f_s), and pore pressure (u₂) is proposed for soil identification which can be realized in practice. The proposed chart with more accuracy and less scattering of data than the previous charts is able to identify soil types particularly for deltaic soils.     

长江黄河源区高寒草甸退化研究进展

长江黄河源区内高寒草甸退化是当前研究的热点问题之一。但多数研究中涉及的源区范围、高寒草甸的分类、高寒草甸的退化原因及恢复治理措施等方面,各学者的看法并不相同,难以实现各项研究结果的比较研究。从源区范围、高寒草甸的分类、高寒草甸的退化原因及恢复治理措施等方面阐述了各学者研究的差异,指出:长江黄河源区高寒草甸的进一步深入研究有必要对源区的范围进行界定;高寒草甸的分类常常因研究目的不同而有所差异,以退化程度进行的分类能够反映高寒草甸的动态变化过程,但需要定量指标对退化的不同程度进行界定;遥感影像解译的结果由于遥感影像本身的不确定性和主观因素的影响而难以统一;退化的原因目前主要集中于自然因素和人为因素两方面的研究,针对这些因素采取的控制措施在局部区域取得了一定效果,但并没有抑制高寒草甸在总体上的进一步退化,寻找一种综合的有效的治理措施还是今后的研究目标。     

内蒙古白女羊盘地区白女羊盘组火山岩地层层序及时代

分布于内蒙古白女羊盘地区的白女羊盘组为一套陆相火山喷发—沉积地层,其下部为玄武岩,中部为安山岩、粗面岩,上部为流纹岩及其火山碎屑岩,出露厚度大于４２６米。根据其下伏沉积地层中化石和孢粉资料及火山岩同位素测年资料,白女羊盘组火山岩的时代为早白垩世,其层位相当于下白垩统固阳组的上部层位。白女羊盘组火山岩的碱度与酸度变化较大,玄武岩与安山岩属碱性系列,流纹岩属钙碱性系列。     

雪崩防治工程研究与应用现状

雪崩是对高寒山区房屋、设施、道路安全威胁最大的自然灾害之一.在目前雪崩监测预警技术还很不完善的情况下,发展灾害防治工程技术是避免或减轻雪崩对人类生命财产损失的重要措施.对国际上常用雪崩防治工程进行分类,重点按作用手段分别阐述了各种防治工程的研究与应用现状,对防治工程研究进展、适用范围、设计要求、应用情况等关键问题进行了总结和探讨.研究认为,目前的雪崩灾害防护工程存在修筑标准欠缺、雪崩机理不明确、工程设计参数计算不合理、试验模拟不理想、基础理论研究落后于实践活动等不足,并建议从工程综合配置、雪崩与防护结构相互作用、工程设计参数定量化研究、开发积雪清理技术、构建监测预警系统等方面开展先行工作.     

面向城市平原地区暴雨积涝汇水区分级划分的方法研究

汇水区划分是分布式水文模型计算的基础。针对现有方法使用DEM在平原城市地区划分的汇水区不符合实际地形情况,本文提出了一种面向城市平原地区分级划分汇水区的技术方法。该方法从城市用地分类角度出发将城市分为中心城区和郊区,依据城市排水主干水系进行汇水区一级划分,将影响中心城区和郊区的不同径流因子分别融入DEM中,利用细化的DEM进行二级汇水区划分;在此基础上,根据实际汇流情况,结合Voronoi图,对中心城区进行三级划分,最后通过GIS技术进行修正。该方法既结合了传统DEM生成子流域的算法,又融入了城市区域地物地貌特点,能更好地满足城市地区的需要。选择上海市嘉定区西北部地区为实验样区,利用该方法进行汇水区划分比较表明,其对于城市平原地区具有很好的适用性。