Genetic relationship of metamorphic reaction and dehydration-melting

The high-temperature and pressure experimental data of garnet, sillimantite and biotite-bearing potash feldspar gneiss (SGBG, natural block rock) has shown that metamorphic reactions between garnet and melt, and mineral assemblage evolutional features are not only controlled byP-T condition, but also genetically correlate with dehydration-melting of biotite and partial melting of felsic minerals. Combining experimental data with theoretical analyses, the genetic mechanism of metamorphic reaction and its dynamic significance have been demonstrated in the process of metamorphic evolution of khondalite series on the border of Jin (Shanxi Province)-Inner Mongolia. Project supported by the Youth Geologist Foundation of Ministry of Geology and Mineral Resources of China, the Post-docter Foundation and the National Natural Science Foundation of China (Grant No. 49572138).     

四川甘孜生康剪切混杂岩带物质组成、变形特征及演化历史

甘孜生康剪切混杂岩带,它初始发育在陆棚与大陆基之间,是“再生”小洋盆关闭、俯冲－碰撞乃至斜冲剪切、左行走滑综合作用的产物。带内由不同岩性,不同层位,不同时代的构造岩块与遭受强烈剪切变形的粉砂岩、板岩“基质”组合而成。宏观上,无层无序,块体内有序,是造山带特有的非史密斯地层体。     

化学地层划分在区域地质调查中的应用

利用岩层中的地球化学差异对地层进行划分是地层学的研究方法之一。本文利用在区调工作中获得的较为系统的岩石光谱半定量全分析数据,采用有序样品最优分割法和对分移动窗口法,对新疆温都哈拉一带的古生代地层进行了化学地层划分,并与野外根据宏观岩性特征划分的岩石地层单位进行了比较。     

黄县早第三纪断陷盆地充填特征及层序划分

黄县早第三纪断陷盆地充填沉积序列共划分出三个层序（三级层序）,层序Ⅰ不完整,层序Ⅱ和层序Ⅲ皆由低位体系域、扩张体系域和萎缩体系域三个基本单位构成。层序界面主要有区域构造运动界面和盆地构造应力转换面体系域转换界面两种类型。聚煤作用、油气聚集主要发生在盆地低水位至扩张期,低水位和扩张体系域含有主要的煤层和油气母岩（生油岩）。     

内蒙古苏尼特左旗二叠系的重新厘定及大地构造演化分析

探讨了苏尼特左旗地区二叠系地层单元的划分与时代归属,认为该区二叠系地层应包含大石寨组,哲斯组与林西组底部,重新厘定了该区二叠系剖面序列。通过对大石寨组火山岩岩石化学、稀土元素的分析,认为大石寨组所处的大地构造环境为活动大陆边缘,中朝板块与西伯利亚板块的最终汇聚时期应为早二叠世中期。     

江西变质基底类型及变质地层的划分对比

根据近期区调、科研的新资料,将江西省北、中、中南部的变质基底划分为江南型、混杂型和华南型三类,并对变质地层层序与时代进行了划分对比。     

内蒙古达拉特旗平原区第四纪沉积环境及找水方向研究

通过大量的植物孢粉、Ｃ１４、水土样等样品的取样测试,分析了黄河断陷盆地的形成与发展,重点研究了达拉特旗平原区主要供水目的层—第四纪地层的沉积环境,结合其它勘察手段取得的成果,指出找水方向应为罕台川以西山前地带承压水及罕台川冲、洪积扇与黄河近岸潜水最为理想。     

Understanding of hydraulic properties from configurations of stochastically distributed fracture networks

A systematic investigation of the effect of configurations of stochastically distributed fracture networks on hydraulic behaviour for fractured rock masses could provide either quantitative or qualitative correlation between the structural configuration of the fracture network and its corresponding hydraulic behaviour, and enhance our understanding of appropriate application of groundwater flow and contaminant transport modelling in fractured rock masses. In this study, the effect of block sizes, intersection angles of fracture sets, standard deviations of fracture orientation, and fracture densities on directional block hydraulic conductivity and representative elementary volume is systematically investigated in two dimensions by implementing a numerical discrete fracture fluid flow model and incorporating stochastically distributed fracture configurations. It is shown from this investigation that the configuration of a stochastically distributed fracture network has a significant quantitative or qualitative effect on the hydraulic behaviour of fractured rock masses. Compared with the deterministic fracture configurations that have been extensively dealt with in a previous study, this investigation is expected to be more practical and adequate, since fracture geometry parameters are inherently stochastically distributed in the field. Moreover, the methodology and approach presented in this study may be generally applied to any fracture system in investigating the hydraulic behaviours from configurations of the fracture system while establishing a ‘bridge’ from the discrete fracture network flow modelling to equivalent continuum modelling in fractured rock masses. Copyright © 2007 John Wiley & Sons, Ltd.     

Analytical formulas for the geometric and inertia quantities of the largest removable blocks around tunnels

This paper presents algorithms for determining the vertices of the maximum removable block (MB) created by a joint pyramid (JP) around a tunnel when discontinuities are fully persistent. It is shown that an MB cannot be formed by more than 4 discontinuities and this drastically limits the proliferation of rock blocks that need to be analysed. The non‐convex block obtained after the MB is tunnelled through (real maximum block, RMB) is partitioned into a set of tetrahedra, and procedures are given for determining the vertices of these tetrahedra. Geometric and inertia quantities needed for stability analysis and support/reinforcement design are determined as functions of the calculated vertices' co‐ordinates. These quantities are: RMB's volume, face areas, perimeter of the excavated surface, centroid and inertia tensor. The algorithms for their calculation are at least two times faster than other algorithms previously proposed in other applications. It is shown that the formulations presented by Goodman and Shi for translational analysis and by Tonon for rotatability analysis can be used to analyse the RMBs using the geometric quantities presented. A numerical example is presented among those used to verify these analytical procedures and their implementation. Copyright © 2006 John Wiley & Sons, Ltd.     

地下水对混凝土的pHs分解性侵蚀判别式

针对地下水对混凝土分解性侵蚀指标pHs现行评价方法中存在水样间pHs横向没有可对比性和难以定量绘制pHs分解性侵蚀分区图等两大缺陷,推出了一个新的pHs分解性侵蚀判别式sk1,用编制的"地下水对混凝土分解性侵蚀判别式计算程序",完成了新定义的判别式sk1的计算,计算结果不但具备了水样间的每种分解性侵蚀横向对比的功能,而且还具备了定量绘制每种分解性侵蚀分区图和定量绘制3种分解性侵蚀综合评价迭加图的功能。通过实例应用,形象地印证了现行评价方法存在的缺陷及现推出的判别式、定量编绘侵蚀分区图的可行性。