四川彭山钙芒硝矿统一规划勘探和开发之成效     

杨开富 《四川地质学报》2004,24(2):85-87

论述了在县域内实行矿产资源的统一规划、统一勘探、统一开发的重要性；实现公益性地质矿产调查与商业性地质勘查工作分制运行，以加强矿产资源调查评价与勘查，进而为县域经济可持续发展提供矿产资源保障。  相似文献   

区域化探找矿新案例-甘肃代家庄铅锌矿的发现   总被引：5，自引：2，他引：5  

牛洪斌  张新虎  金治鹏  徐家乐 《物探与化探》2004,28(3):242-244,248

代家庄铅锌矿是在甘肃省用地球化学勘查方法发现的第一个大型铅锌矿床。作者回顾了发现该矿床的简史,研究了矿床地质、地球化学特征,探讨矿区进一步找矿的远景,讨论应用地球化学勘查方法寻找铅锌等有色金属矿产的经验和教训。  相似文献   

具有经济性前景的粗岩屑堆天然冷能集聚分析     

Aldar P. Gorbunov 《冰川冻土》2004,26(Z1):197-200

The coarse-detrital deposits have the properties of cold accumulation and maintenance of cold for a long time. Now, at some place where the mean annual temperature of air is positive, one even can get the permafrost by artificial formation of the burial mound. According to these properties, some lowenergy storehouses are built for various purposes.  相似文献   

多年冻土区路桥过渡段的一种新结构     

刘建坤  鲍维猛  黎明  葛建军 《冰川冻土》2004,26(Z1):210-214

The design of roadbed-abutment transition part is always a challenging problem in transportation engineering, especially in permafrost distribution zone. A new type of roadbed-abutment transition part on permafrost was presented, and long-term observation was conducted for the deformation and the thermal regime of a roadbed-abutment transition part in the constructing Qinghai-Tibet Railway. In this paper, a new structure was presented and the observed settlements both in the subgrade and the base and its dependency with the thermal regime (permafrost table) were analyzed. In conclusion the roadbed-a-butment transition method for permafrost distribution zone was evaluated.  相似文献   

运城市水资源开发利用现状及保护对策     

张晓娟 《地下水》2004,26(2):145-146,148

本文以运城市基础工作为起点,分析了地下水超采引起的一系列问题,提出了加强地下水资源保护的对策和措施.  相似文献   

广西南丹大厂超大型锡多金属矿床的成矿时代   总被引：52，自引：11，他引：52       下载免费PDF全文

王登红  陈毓川  陈文  桑海清  李华芹  路远发  陈开礼  林枝茂 《地质学报》2004,78(1):132-138

通过对广西南丹大厂用多金属矿床91号和100号矿体中透长石和石英的常规快中子活化和激光原位~(40)Ar/~(39)Ar法同位素年代学的研究,获得91号矿体块状锡石硫化物矿石中石英的~(40)Ar/~(39)Ar坪年龄为94.52±0.33 Ma,等时线年龄为 95.37±0.45 Ma,反等时线年龄为 94.89±0.16 Ma,透长石的激光~(40)Ar/~(39)Ar等时线年龄为91.4±2.9 Ma;100号矿体石英的坪年龄为 94.56±0.45 Ma,等时线年龄为 93.5±1.2 Ma,反等时线年龄为 93.29±0.16 Ma。这些资料有助于表明大厂锡矿形成于燕山期,在成因上证实后生成因的看法,并且表明产出特征不同的91号矿体与100号矿体是基本同时形成的。结合100号矿体规模巨大但围岩蚀变欠发育的特点,提出了含矿流体进入古溶洞后,由于突然的减压降温而导致成矿物质超常聚集的“失压沸腾”成矿机制。  相似文献   

Blown‐sand transport rate     

Jinren Ni  Zhenshan Li  Cesar Mendoza 《地球表面变化过程与地形》2004,29(1):1-14

  相似文献   

Monitoring and modelling of pore water pressure changes and riverbank stability during flow events   总被引：1，自引：0，他引：1  

Massimo Rinaldi  Nicola Casagli  Stefano Dapporto  Alessandro Gargini 《地球表面变化过程与地形》2004,29(2):237-254

Pore water pressures (positive and negative) were monitored for four years (1996–1999) using a series of tensiometer‐piezometers at increasing depths in a riverbank of the Sieve River, Tuscany (central Italy), with the overall objective of investigating pore pressure changes in response to ?ow events and their effects on bank stability. The saturated/unsaturated ?ow was modelled using a ?nite element seepage analysis, for the main ?ow events occurring during the four‐year monitoring period. Modelling results were validated by comparing measured with computed pore water pressure values for a series of representative events. Riverbank stability analysis was conducted by applying the limit equilibrium method (Morgenstern‐Price), using pore water pressure distributions obtained by the seepage analysis. The simulation of the 14 December 1996 event, during which a bank failure occurred, is reported in detail to illustrate the relations between the water table and river stage during the various phases of the hydrograph and their effects on bank stability. The simulation, according to monitored data, shows that the failure occurred three hours after the peak stage, during the inversion of ?ow (from the bank towards the river). A relatively limited development of positive pore pressures, reducing the effective stress and annulling the shear strength term due to the matric suction, and the sudden loss of the con?ning pressure of the river during the initial drawdown were responsible for triggering the mass failure. Results deriving from the seepage and stability analysis of nine selected ?ow events were then used to investigate the role of the ?ow event characteristics (in terms of peak stages and hydrograph characteristics) and of changes in bank geometry. Besides the peak river stage, which mainly controls the occurrence of conditions of instability, an important role is played by the hydrograph characteristics, in particular by the presence of one or more minor peaks in the river stage preceding the main one. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Development characteristics of interlayer oxidation zone type of sandstone uranium deposits in the southwestern Turfan-Hami basin   总被引：3，自引：0，他引：3  

YANG Dianzhong  XIA Bin & WU Guogan Guangzhou Institute of Geochemistry  Chinese Academy of Sciences  Guangzhou  China 《中国科学D辑(英文版)》2004,47(5)

The known uranium ore and anomaly occur-rences are distributed mainly in the southwestern part of the Turfan-Hami basin. The focus of current explo-ration is placed on the leachable interlayered oxidation zone type of sandstone uranium deposits. Uranium deposits in the sedimentary basin can be classified into three types in accordance with their host rock types, i.e. the sandstone-type uranium deposits, the coal rock-type uranium deposits and the mud-stone-type uranium deposits. The sandstone…  相似文献   

Dynamic performance of twin curved cable‐stayed bridges     

C. Gentile  F. Martinez y Cabrera 《地震工程与结构动力学》2004,33(1):15-34

The dynamic behaviour of two curved cable‐stayed bridges, recently constructed in northern Italy, has been investigated by full‐scale testing and theoretical models. Two different excitation techniques were employed in the dynamic tests: traffic‐induced ambient vibrations and free vibrations. Since the modal behaviour identified from the two types of test are very well correlated and a greater number of normal modes was detected during ambient vibration tests, the validity of the ambient vibration survey is assessed in view of future monitoring. For both bridges, 11 vibration modes were identified in the frequency range of 0ndash;10Hz, being a one‐to‐one correspondence between the observed modes of the two bridges. Successively, the information obtained from the field tests was used to validate and improve 3D finite elements so that the dynamic performance of the two systems were assessed and compared based on both the experimental results and the updated theoretical models. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献