湖北大冶铁山矿床钠化蚀变与成矿关系的探讨   总被引：6，自引：0，他引：6  

杨峰华 《地质与勘探》2001,37(6):20-24

对于大冶铁矿内接触带钠化蚀变的岩石特征、钠质来源、动力机制、形成机理等作了比较系统的阐述。并着重指出了钠化蚀变是铁矿化的重要指示标志之一。  相似文献   

Authigenic gypsum found in gas hydrate-associated sediments from Hydrate Ridge, the eastern North Pacific   总被引：4，自引：0，他引：4  

Erwin Suess  Dirk Rickert 《中国科学D辑(英文版)》2004,47(3)

Hydrate Ridge is located at the second accretion-ary ridge along the Cascadia margin of Oregon in the eastern North Pacific (fig. 1). The Bottom Simulating Reflector (BSR) underlies the entire Hydrate Ridge[1]. The Ocean Drilling Program (ODP) in 1992 at Site 892 and the TECFLUX99 and 2000 showed that the gas hydrate occurs just beneath the thin sediment- covered surface and at the horizon of around 64 meter below seafloor (mbsf) on Hydrate Ridge[25]. The col-lision of the Juan de …  相似文献   

Effect of Cement Type on the Mechanical Behavior of a Gravely Sand   总被引：1，自引：0，他引：1  

S. M. Haeri  A. Hamidi  S. M. Hosseini  E. Asghari  D. G. Toll 《Geotechnical and Geological Engineering》2006,24(2):335-360

The behavior of a cemented gravely sand was studied using triaxial compression tests. Gypsum, Portland cement and lime were used as the cementing agents in sample preparation. The samples with different cement types were compared in equal cement contents. Three cement contents of 1.5%, 3.0% and 4.5% were selected for sample preparation. Drained and undrained triaxial compression tests were conducted in a range of confining pressures from 25 kPa to 500 kPa. Failure modes, shear strength, stress–strain behavior, volume and pore pressure changes were considered. The gypsum cement induced the highest brittleness in soil among three cement types while the Portland cement was found to be the most ductile cementing agent. In lower cement contents and lower confining pressures the soil cemented with Portland cement showed the highest shear strength. However, in the same range of cement content, the soil cemented with gypsum showed highest shear strength for highest tested confining stress. For higher cement contents the shear strength of soil cemented with Portland cement is higher than that for the two other cement types for the range of confining pressures tested in the present study. The samples cemented with lime had the least peak and ultimate shear strength and the highest pore pressure generation in undrained tests. Contrary to the soil cemented with lime, the brittleness of soil cemented with gypsum and Portland cement reduces in undrained condition. Finally it was found that the effect of cement type on the shear strength of cemented soils is more profound in drained condition compared to undrained state.  相似文献   

Hydrologic and geoenvironmental characterization of wetlands in quarries of the Vinalopó Mitjà (Alicante, Spain)     

R. Miralles  E. García-Sánchez  M. M. Jordán 《Environmental Geology》2006,50(7):1053-1059

This paper deals with the environmental characterization of the “Collao de Candela” enclave (Alicante, SE Spain), which in the early 1980s reported strong mining activity mainly due to the extraction of marls. The subsequent abandonment of such quarries produces floods in depressed areas that are constituted as pools. These anthropogenic wetlands are the object of this research. In order to characterize the geometry of the studied wetlands a bathymetry was carried out. Bathymetric data are very important for water managers tasked with assessing wetlands’ status. A chemical and mineralogical characterization has been carried out on the lithologies in the study area. A study was also conducted of the physical and chemical parameters of the waters contained in these pools during one hydrologic cycle. The climate of the zone, having elevated evapotranspiration measurements, favors a progressive concentration of salts in the pools consequence of runoff water washing, the evaporitic sediments as well as from elevated evaporation. The results obtained justify the environmental protection of these marl-gypsum mining quarries as potential wetlands.  相似文献   

嘉陵江合川水利枢纽建坝岩体主要地质问题研究   总被引：2，自引：1，他引：1  

杨先毅 《水文地质工程地质》1998,25(4):36-37,45

作者分析利用嘉陵江合川水利枢纽的勘探试验资料,阐明了建坝岩体中的石膏脉、层间剪切带、层间裂隙水等主要地质问题,并以以上地质缺陷进行了工程地质评价,提出了处理的建议。  相似文献   

石膏对白云岩溶解影响的实验模拟研究   总被引：25，自引：2，他引：25  

黄思静  杨俊杰 《沉积学报》1996,14(1):103-109

表生到埋藏成岩作用的温度与压力（４０-１３０℃、常压－３０ＭＰａ）条件下，含膏与不含膏白云岩的溶解实验证明:在表生与相对浅埋藏的温压条件（低于７５℃，２０ＭＰａ）下，石膏（或硬石膏）的存在可不同程度地加速白云岩的溶解，随着实验温度和压力的升高，石膏（或硬石膏）对白云岩溶解的这种积极作用逐渐降低。在相对深埋藏的温压条件（高于７５℃、２０ＭＰａ）下，石膏（或硬石膏）的存在显著阻止白云岩的溶解，随着实验温度和压力的继续升高，石膏（或硬石膏）对白云岩溶解的这种消极作用也逐渐增加。从实验的这种结果可以预测，在近地表条件下和埋藏成岩作用的早期阶段，由溶解作用造成的含膏白云岩地层的次生孔隙将比不含膏的白云岩地层更为发育，因而在经历了古风化作用的地层中，含膏白云岩层更易形成良好的储层；与之相反，在相对高温高压的深埋藏成岩阶段，不含膏的白云岩地层中将更容易因酸性水的溶解作用而形成次生孔隙。因而在非蒸发沉积环境中形成的白云岩体（如正常海沉积环境的灰岩中的白云岩透镜体）更易因深埋藏溶蚀作用而形成良好的储层。  相似文献   

Evaporite Dissolution Subsidence in the Historical City of Calatayud,Spain: Damage Appraisal and Prevention   总被引：6，自引：0，他引：6  

Gutiérrez  Francisco  Cooper  Anthony H. 《Natural Hazards》2002,25(3):259-288

Calatayud in NE Spain is an historically important city built on recent alluvial deposits underlain by gypsum and other soluble rocks. Since its foundation by the Muslims in 716 A.D., the city development has been strongly influenced by geohazards including flooding, subsidence and slope movements. Most of the flooding problems have been mitigated by diversion of the local drainage. However, dissolution of the evaporite bedrock in the urban areas continually causes subsidence and triggers rock-falls from the gypsum cliffs overlooking the city. Subsidence is also caused by the hydrocollapse of gypsiferous silt in the alluvial fan deposits. Building damage in the city was surveyed using a classification scheme developed originally to record damage in British coal mining areas. The Calatayud damage survey shows that the worst building subsidence is concentrated along the line of a buried channel that runs underneath the gypsiferous silt alluvial fan. Natural subsurface drainage causes the dissolution and subsidence, which is aggravated by leakage from water and sewage pipes. Some building damage has been exacerbated during reconstruction by incomplete piling leaving buildings partially unsupported. Mitigation measures include the control of water leakage by the installation of flexible service pipes. Careful construction techniques are needed for both conservation and new developments, especially when piled and minipiled foundations are used. Geomorphological mapping is cost-effective in helping to locate and avoid the zones of subsidence for future development.  相似文献   

Snowball morphology and SEM analysis of pedogenic gypsum, southern New Mexico, U.S.A.     

Brenda J. Buck  John G. Van Hoesen 《Journal of Arid Environments》2002,51(4):469

Late Quaternary soils in southern New Mexico support previous work that suggested pedogenic gypsum accumulates in successive stages as a function of time, similar to pedogenic carbonate. However, gypsum also occurs as small (0·5–1 mm), powdery spheres that we term snowball morphology. The snowball morphology represents one of the initial stages of pedogenic gypsum development. Scanning electron microscope analyses indicate that soil microorganisms and organic material may play a crucial role in the development of this morphology. However, no trends were found in the crystal habits of gypsum suggesting the snowball morphology forms in a dynamic environment.  相似文献   

国道213线五指山隧址区水文地球化学特征研究     

于静  李晓东 《矿物岩石》2008,28(4)

运用水文地球化学方法对国道213线五指山隧道进行研究。涌水起源和地下水循环特征等方面的研究。结果表明:国道213线五指山隧道涌水属于深循环地下水,进口段隧道涌水主要来自于砂页岩含水层,而隧道出口段涌水化学组成则受控于石膏矿物的溶解;硫、氧同位素组成分析证实五指山隧道主要涌水带均与浅表地下水的直接下渗有关。此研究成果为隧道涌突水的预防和治理提供了理论依据。  相似文献   

Genesis and evolution of gypsum tumuli     

Jos M. Calaforra  Antonio Pulido-Bosch 《地球表面变化过程与地形》1999,24(10):919-930

Tumuli are hollow subcircular domes of the most superficial stratum of gypsum, principally found in outcrops of macrocrystalline gypsum. They vary from a few centimetres to several metres in diameter and reach maximum heights of a little more than 1 m. The relationships between the morphostatistical parameters that define these formations are: h = r/3 and e = r/9, where h is the elevation of the raised layer, e its thickness and r the mean radius. Their genesis has caused some controversy over the involvement of phenomena such as hydration of anhydrite, or tectonic processes capable of explaining this folding. This paper shows their genesis linked to the dissolution of macrocrystalline gypsum and reprecipitation of microcrystalline gypsum within the same gypsiferous layer. It has been calculated that to reach the theoretical saturation within the few centimetres' thickness of the cap of the tumulus, water infiltration velocities are required of between 0·002 cm s⁻¹ for an uplifted stratum of 2 cm thickness, and 0·03 cm s⁻¹ for 30 cm thickness. These velocities imply the existence of very slow rates of infiltration and/or capillary movement of water within the gypsiferous layer. The secondary microcrystalline gypsum is precipitated in the intercrystalline and intracrystalline voids of the gypsum crystals, producing an increase in porosity and associated volume that causes the doming of the gypsiferous layer. The development of tumuli is a cyclic process which is favoured by a sequence of short wet and dry intervals which, in turn, facilitate the almost simultaneous processes of dissolution and precipitation. These conditions predominate in arid and semiarid climates where intense evaporation can occur suddenly following sporadic infiltration. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献