河南省庙咀钒矿地质特征及成矿浅析

庙咀钒矿是近年查明的一个中型钒矿床。钒矿床地处荆紫关—师岗复向斜南翼,矿体赋存于下寒武统水沟口组底部硅质岩和泥岩中,严格受控于地层及岩性。矿石类型主要为黏土岩型及条带状硅质岩型两种,钒主要以离子吸附和类质同象赋存于黏土矿物中。矿床成因为滨海-浅海沉积型层控矿床。     

西藏俄卡地银多金属异常区地球化学

异常形态、分布严格受推覆断裂控制,范围大、浓集中心明显,浓度变化及因子载荷表明。区内找Ag、Pb有利,而Sb又为其最佳指示元素。     

Environmental and legal aspects of karst areas

 Environmental impacts on karst settings are common as they are more sensitive than those of other rock terrains. Regulatory procedures that are effective in other rock terrains are not necessarily applicable to karst settings. Development and exploitation by man that affect the karst hydrology regime can trigger catastrophic events and result in numerous legal actions where the effects of changes go beyond property boundaries. A great variety of regulations and examples of litigation exist for karst areas. Received: 25 October 1994 · Accepted: 17 October 1995     

赣南火山岩型铀矿分布规律及找矿前景

赣南地区具有良好的铀成矿地质背景,已成为我国重要的火山岩型铀矿产铀基地。笔者根据在赣南数十年的找铀实践,运用深源成矿和多元成矿理论,深入研究了区内南岭和武夷山两条岩浆岩铀-多金属成矿带中生代3个火山活动旋回的特征及其与铀矿的成生关系,总结了赣南火山岩型铀矿的分布规律、成矿模式及找矿思路,从而提出了4片有望发展成为铀矿大基地的靶区。     

新疆某水库大坝变形监测方法研究

结合新疆克拉玛依三座坝线均长达5km左右的平原水库,介绍了由于地质环境影响大坝沉降和位移而建立变形监测控制网、观测方法、数据分析处理以及工作中的一些方法和经验.     

塔里木盆地塔中—巴楚地区奥陶系内幕不整合

塔里木盆地塔中-巴楚地区奥陶系内部存在一期重要的不整合。通过对数十口钻井的地层、古生物研究及与露头剖面的对比,发现该不整合的顶、底层位变化较大,地层缺失量在不同地区有所差异,可大致分为两种情况:其一是塔中地区,上奥陶统良里塔格组覆于鹰山组第三段(下奥陶统上部)之上,且有部分钻井良里塔格组下部也发育不全,缺失了至少11个牙形石带,相当于有17~20Ma的地层缺失;其二是巴楚地区,良里塔格组覆于鹰山组第二段或鹰山组第一段(中奥陶统下部)之上,缺失了至少8个牙形石带,相当于有约14Ma的地层缺失。上述地层缺失主要是由于中奥陶世以后塔里-巴楚地区出水成陆,碳酸盐岩地层受大气淡水溶蚀的结果。在不整合之下碳酸盐岩地层中形成的岩溶是十分重要的油气储层。因此,对该不整合的研究对于塔中、巴楚地区奥陶系,特别是鹰山组的油气勘探具有重要的意义。     

Prolonged Dry Episodes over North America: New Tendencies Emerging During the Last 40 Years

A disproportionate increase in precipitation coming from intense rain events, in the situation of general warming (thus, an extension of the vegetation period with intensive transpiration) and an insignificant change in total precipitation could lead to an increase in the frequency of potentially serious type of extreme events: prolonged periods without precipitation (even when the mean seasonal rainfall totals increase). This paper investigates whether this development is already occurring during the past several decades over North America south of 55°N, for the same period when changes in frequency of intense precipitation events are being observed. Lengthy strings of “dry” days without sizeable (>1.0 mm) precipitation were assessed only during the warm season (defined as a period when mean daily temperature is above the 5℃ threshold) when water is intensively used for transpiration and prolonged periods without sizable rainfall represent a hazard for terrestrial ecosystem's health and agriculture. During the past four decades, the mean duration of prolonged dry episodes (20 days or longer in southeastern Canada, 1 month or longer in the Eastern United States and along the Gulf Coast of Mexico and 2 months or longer in the Southwestern United States and Northern Mexico) has significantly increased. As a consequence, the return period of 1 month long dry episodes over the Eastern U.S. has been reduced more than twofold from 15 to 6~7 years. The longer average duration of dry episodes has occurred during a relatively wet period around most of the continent south of 55°N but is not observed over the Northwestern U.S. and adjacent regions of Southern Canada.      

考虑动态泥膜效应的盾构开挖面稳定理论研究

泥水盾构工法被广泛应用于高压富水复杂地质环境中修筑隧道,其中开挖面稳定控制是工程成败的关键,在盾构掘进时,由于刀盘不断旋转切削地层,开挖面上的泥膜处于“形成―破坏―再形成”的动态循环过程,泥膜透水性增强,这种动态泥膜作用下开挖面的稳定如何评价有待于进一步探索。对此,对泥水盾构掘进过程中的动态泥膜进行了分类,提出了考虑盾构运动和泥浆渗滤特征的动态泥膜理论。在此基础上,采用空间离散法将泥水压力引入旋转体模型,建立了考虑动态泥膜效应的开挖面稳定力学模型,提出了泥水盾构动态掘进过程中开挖面临界泥浆压力及泥浆支护效率评估方法,研究指出：当盾构在强渗透性地层中掘进时,在尽量提高泥浆成膜率的同时,应注重泥浆黏度调节,充分发挥渗透力支护作用,同时可适当提高盾构掘进速度并降低刀盘转速,有利于开挖面稳定控制。以泥浆成膜率、等效渗透系数为依据给出了泥浆支护效率设计图,研究工作对盾构掘进支护压力控制和泥浆配置有一定的借鉴意义。     

The Reliability of Assigned Values from the GeoPT Proficiency Testing Programme from an Evaluation of Data for Six Test Materials that have been Characterised as Certified Reference Materials

Assigned values derived from the GeoPT proficiency testing programme were compared with certified values for six certified reference materials that have been used as test materials in the GeoPT programme. Statistical analysis showed that there were few significant differences between these sets of data and that these differences had no significant impact on the GeoPT assessment when fitness‐for‐purpose criteria were taken into account.     

长效振弦式锚索测力计应用研究

介绍了长效振弦式锚索测力计传感器的工作原理、结构特点、技术性能和配套仪器,并对主要相关技术的应用研究成果作了论述:(1)弱激发电路解决频率不一致问题;(2)微小变形原则解决长期稳定性问题;(3)新数学模型提高了传感器准确度,二次仪表提高了传感器准确度。