JRC修正直边法的数学表达

JRC是反映爬坡角力学效应的岩体结构面表面形态等效描述指标。本文在爬坡角力学效应机理研究基础上, 阐述了JRC直边法的物理意义；通过岩体结构面表面起伏幅度与金属表面粗糙度幅度对比分析, 肯定了直边法的合理性；考虑JRC的尺寸效应, 推导JRC修正直边法的数学表达式, 编译计算机常用程序。最后, 实例检验了JRC修正直边法数学表达式的合理性和可用性。     

黔西南纳哥金矿地质地球化学特征及成因探讨

黔西南纳哥金矿地质地球化学特征及成因探讨余大龙，毛健全，潘年勋，杜定权（贵州工学院，贵阳５５０００３）关键词微细浸染型金矿，地质地球化学，成因，黔西南１地质背景纳哥金矿共有矿体１７个，普查储量６ｔ（其中＞３ｇ／ｔ的约１．２ｔ）１）。矿区位于贞丰县城东...     

塔里木西南早第三纪古地磁和地壳缩短

属于帕米尔弧山前带的乌帕尔剖面和属于南天山山前带的巴对布拉克剖面，现今的纬度差为０．５６°，但是下第三系古地磁测定结果表明其古纬度差很大．乌帕尔剖面齐姆根组上部的古纬度为８°Ｎ，而巴什布拉克剖面巴什布拉克组第５段的古纬度为３６．１°Ｎ。若考虑到当时板块的相对运移速度，估计始新世早期巴什布拉克地区的古纬度大致为３１°Ｎ，与当时乌帕尔所处位置的纬差达２３°。又根据Ｋｌｏｏｔｗｉｊｋ测得的帕米尔西北缘利什坦层的古纬度值，在始新世末期．包括乌帕尔在内的帕米尔前缘与以巴什布拉区为代表的南天山山前带之间还有至少１０°的纬度差。古地磁资料表明，始新世早期，塔里木海宽达２０００ｋｍ，此时印度板块西北端已与欧亚板块局部碰撞，至始新世末，印度板块向北推进２０°，帕米尔弧前缘与南天山山前的距离缩短到约１０００ｋｍ，原塔里木海的两侧上升为山前平原。     

露头剖面层序中的海平面变化研究

在以往的沉积研究中，常常用露头剖面中的相对水深变化来讨论海平面的变化规律，本文通过对塔里木盆地北部寒武纪反映相对海平面变化的上超点变化曲线与肖尔布拉克地区寒武系露头剖面中相对水深变化曲线的对比研究发现，上超点变化曲线与相对水深变化曲线具有明显的差异，前者在寒武纪呈持续上升趋势，而后者除早期有一快速上升外，总体呈持续下降趋势，这说明相对水深变化虽与海平面变化存在着本质的联系，但单凭露头剖面中相对水深     

华南（东）变质基底特征、古构造型式及铀、金矿化远景

华南（东）变质基底由杨子及华夏两块不同特征的地质体组成，中元古代之后，该地区分别经过了碰撞对接、拉开、再拼贴的演化过程。碰撞对接带和在古裂谷系基础上成型的陆内推覆及平移、剪切型拼贴带构成了本区基底构造主要型式。铀及金矿远景与基底特征关系密切，铀矿主要产于基底裂隆带部位，金则主要产于裂凹（裂陷）带部位。古基底构造交叉部位是中新生代构造活动活跃部位，受其控制的早期横向火山裂谷盆地，在晚期拉张条件下形成的岩浆杂岩带是铀、金、多金属成矿最佳远景区。     

New water quality indices for the era of sustainable development in China

Considering the concept of cost-of-remediation (COR), water indices such as a quality index, a hazard index and a risk index are established to describe the water pollution in China. Sustainability analysis associated with water pollution is also addressed. The spatial variations of these indices in different provinces and the related reasons are considered. It is obvious that water pollution is mainly caused by the economic development, though economic development does not always bring higher risks.     

豆芽棚滑坡治理工程及效果

对处于临滑状态的豆芽棚滑坡进行综合治理，实施排水、加固、支档和减载等工程。经多种监测结果证明，工程治理效果良好。     

MD－50型钻机液压系统的设计

介绍了ＭＤ－５０型钻机液压系统的设计原理和主要液压元件的选择依据，并通过对设计和实践的总结，谈了作者在全液压钻机液压系统设计中的一些体会。     

Geotechnical characterisation of Obudu damsite, Obudu, south-eastern Nigeria

The Obudu dam is being built across Abeb river in Obudu area of the Cross River State (Nigeria). The earthfill dam will be approximately 18 m high with a crest length of 385 m. The dam site is located within part of the Obudu crystalline basement plateau which is a region of low seismicity. The terrain is smoothly undulating and low lying and was known to be composed of unclassified basement and decomposed bedrock (overburden). The present study was carried out to assess the suitability of the chosen dam axis based on the determination of the nature and geotechnical characteristics of the overburden and bedrock. The investigation included geophysical surveys, bearing capacity tests (cone penetrometer and standard penetration), classification and grain size distribution as well as tests for compaction, consolidation and compressive strength. The results show that the bedrock is heterogeneous, including gneisses sillimanite, biotite and granite types), dolerite, quartzite and pegmatite with an overall moderate strength (about 76.04 MN m⁻² average) and fair rock mass rating (RMR). The bedrock along the dam axis is apparently lacking in major fractures which could lead to short circuiting of the future impoundment. The overburden (soil) comprises silt (MH, ML), silty clay (CL) and silty sand (SM) with a combined thickness of about 2–20 m, increasing away from the valley floor towards the shoulders. Generally the overburden is of suitable compressive strength (150–300 KN m⁻²), low to medium plasticity and swelling potential and low permeability (up to 1.41 × 10⁻⁷ ms⁻¹) which would ensure a tight reservoir. The material settlement is expected to be small and slow. Accordingly, excavation of up to 5 m, decreasing towards the valley shoulders has been suggested to expose the recommended bearing medium: fresh/competent bedrock and overburden in the valley floor and flanks, respectively. While a detailed investigation of burrow areas was not part of the present study, a few potential sites in the dam axis and reservoir areas have been suggested based on the evaluation of material properties.