The physical properties of quartz-micaschist and their application to freeze-thaw weathering studies in the maritime antarctic

As part of a study on freeze-thaw weathering in the maritime Antarctic an investigation was made of the physical properties of the local rock. Tests were made of point-load compressive strength, Schmidt hammer in situ rock strength, moisture content, indentor resistance and the size range of weathering products. The resulting data were used to consider the form of freeze-thaw weathering operative in the field and its relationship to laboratory simulations. A distinct difference between ‘massive rock’ and ‘intact rock’ is observed in the field. It is suggested that future studies should generate a greater database pertaining to rock properties as it is an invaluable aid in the study of mechanical weathering.     

River channel adjustments downstream from channelization works in England and Wales

Relatively little attention has been given to river channel adjustments that occur downstream from channelization works. This study is concerned with the nature of channel adjustments downstream from a total of 46 channelization works located in low and high energy environments in England and Wales. Channel changes are identified principally by the method of field survey and by reconstructing the original positions of eroded beds and banks. Use is also made of maps, aerial photographs, and engineering drawings of different dates and the technique of space-for-time substitution is applied. Enlargement of channel cross-sections through erosion had occurred downstream from a variety of types, sizes, and dates of channelization works. The maximum increase of channel size was 153 per cent. Out of a total of 14 sites with enlarged channel cross-sections, seven had undergone a change of width only, at a further three width increased rather than depth, and at the remaining four sites depth increases were dominant. These sites all have relatively high stream powers. Factors causing spatial variation of erosion included tree roots locally binding bank sediments and the occurrence of bends. Planform change had taken place at only one site. A further three high stream power sites had downstream reaches incised into bedrock and therefore did not exhibit adjustment. Channel enlargement is explained in terms of increased flood flows downstream from channelization works causing higher stream velocities, which in turn cause erosion, thereby increasing channel width and/or depth. Examination of flow records for 35 stations revealed flood events which would formerly have spread overbank but are now confined by the channelization works and are therefore likely to alter downstream flows. At sites with downstream change it is proposed that the energy of increased flows was sufficient to exceed a threshold required for erosion of perimeter sediments. By contrast the absence of change at a majority of sites in low energy lowland areas could be a reflection of both the incompetence of increased flows to erode and resistance provided by perimeter sediments. Sites with erosion features appear not to have yet attained new equilibrium conditions.     

把握新机遇实现新发展为实现我局"十五"改革发展目标任务而努力奋斗

这次会议是进入新世纪我局第一次工作会议,是一次总结过去,谋划未来的重要会议,开好这次会议对我局在新世纪实现新发展有着十分重要的意义.会议的主要内容是认真学习温家宝副总理的重要讲话精神,总结回顾"九五"地矿工作改革发展的基本情况,讨论修改我局"十五"改革发展纲要、"十五"前三年经济责任制考核办法和精神文明建设考核办法,安排部署2001年工作.下面我代表局党组作工作报告.     

Delft3D在鳌江口外平阳咀海域流场模拟中的应用

Dem3D是以FLOW水动力模块为主体，建立在Navier-Stokes方程的基础上，由一系列模块组成的模型软件，可以对水流、波浪、泥沙、水质、地貌等建立二、三维模型。本文介绍了Delft3D数值模拟软件的程序模块及数值理论基本方程．对鳌江口外平阳咀海域的流场进行了模拟研究。研究表明：计算结果与实测结果吻合较好，能够较好地反映该海区真实的流场情况．可以为工程研究提供基本的流场背景。     

滇中红层工程地质特性研究

介绍滇中红层形成的地质历史背景,红层分布范围,主要地层岩性及区内地质构造。重点讨论滇中红层特别是红层软岩的岩体原生结构,及后期受构造改造的岩体结构特性,岩体风化特性,岩体水理作用特性,岩体物理力学性质等四方面的工程地质特性。     

上海市磁悬浮轨道交通线工程岩土工程概况

文章概述了上海市磁县浮轨道交通工程，并对工程沿线的岩土工程特性作了简要的分析评价。     

建立工程勘察资料信息系统的设计思想

随着计算机技术的发展和应用的普及，人们对信息的处理和信息的利用提出了更高的要求。信息系统能及时地输出和传递所需的信息。本文简要地探讨了工程勘察资料信息系统的开发思路。     

塔里木盆地晚泥盆世及石炭纪岩相古地理

塔里木盆地上泥盆统及石炭系包括5个组，自下而上分别为上泥盆统东河塘组和甘木里克组，石炭系巴楚组、卡拉沙依组和小海子组。其中东河塘组和甘木里克组地质时代为晚泥盆世，巴楚组地质时代为早石炭世杜内早中期，卡拉沙依组地质时代为晚杜内中期至巴什基尔期，小海子组地层时代为巴什基尔末期至莫斯科早期。岩石类型有碎屑岩和碳酸盐岩，还有膏盐岩，并夹薄层火山碎屑岩。沉积相主要为海陆过渡相组合，包括河流、三角洲、滨岸、浅海、碳酸盐岩台地、台地边缘6种相和12种亚相及33种微相。晚泥盆世东河塘期至石炭纪发生过4次较大的海侵，海侵范围由下而上逐渐增大，至晚石炭世小海子期海侵规模最大。东河塘期开始海侵，海水由西而东侵入，此时周缘碎屑物质供应充分，主要为无障壁海岸和障壁海岸沉积，西南缘为浅海相沉积。巴楚期晚期，海侵范围进一步扩大，物源向北或北东方向退却，陆源碎屑物质注入急剧减少，形成了一套富含生屑的碳酸盐岩地层，发育了开阔台地和局限台地亚相沉积。卡拉沙依期中期海侵规模比巴楚期更大，海水深度加大，西部为开阔台地亚相沉积，其余地区为局限台地亚相沉积。卡拉沙依期晚期和小海子期海侵达最大，向东扩展，大部分地区为开阔台地亚相沉积，东部地区为局限台地亚相沉积，塔北大部分地区缺失。     

云南蒙自五里冲水库岩溶及其工程处理

五里冲水库个旧组（T2^cg)灰岩，岩溶极其发育，其中尤以洼地深、峰丛高、溶洞多又大，地下河管道单一较长、岩溶总体发育历史悠久为特点，以更新世以来岩溶最为发育，现今地下河管道主要形成于晚更新世至今。因区域地壳持续抬升，岩溶没有成层发育的规律，但自上向下递减现象明显。工程上五里冲水库是以帷幕高压灌浆技术为主辅以其它多种方法处理溶洞及封堵地下河，利用天然盲谷成库的一座无大坝中型水库。帷幕高压灌浆技术先、便捷、可靠。水库蓄水己达设计水位，发挥了效益。一年可向蒙自县供水8161万m^3，可增加灌溉面积10万亩，改善灌溉2.3万亩，向城市及工业供水1210万m^3，使蒙自水利化程度由37%提高到70%以上。     

现代城市环境工程地质研究的关键与技术与问题探讨

分析了我国城市建设的基本和由此引起的主要环境工程地质问题，研究了现代城市环境工程地质研究的关键技术，并提出了当前我国城市环境工程地质研究亟待解决的关键问题。