唐山豪门（集团）公司玉田啤酒厂饮用天然矿泉水     

李金  梁爽 《华北地质矿产杂志》1995,10(4):454-458

玉田啤酒厂饮用天然矿泉水井位于城关镇三里屯西２００ｍ，玉田酒厂院内，矿泉水赋存于第四系砂、砾卵石层中，属含锶、偏硅酸的重碳酸钙·镁型矿泉水，现已开发利用。  相似文献   

塔中地区卡塔克1区块东河砂岩地震储层预测研究   总被引：1，自引：0，他引：1  

王炳章  徐雷鸣 《新疆地质》2006,24(3):270-275

采用基于地震波形分类的地震相分析与沉积相解释、波阻抗约束稀疏脉冲反演、地震多属性储层预测及油气检测等针对岩性油气藏的储层地震预测技术，从塔中地区卡塔克1区块泥盆系东河砂岩储层的生储盖组合条件及相关的地震地质特点出发，利用卡1三维地震资料开展目的层系的目标精细解释，结合已有的钻探、测井和测试等资料，揭示了东河砂岩储层砂体的空间展布特征，圈定出砂岩发育带，并对有利储层段的潜在含油气性进行了综合预测和评价。  相似文献   

大型现场室内两用直剪仪研制（Ⅱ）：试验测试   总被引：5，自引：3，他引：5  

刘小丽  罗锦添闵弘邓建辉  谭国焕 《岩土力学》2006,27(2):336-340

利用新近研制的大型现场室内两用直剪仪，对两种不同性质的砂样进行了剪切试验。在对干砂的直接剪切试验特性进行综述的基础上，从多方面对该大型直剪仪得出的干砂剪切试验数据进行了分析验证，结果表明该大型直剪仪得出的试验数据一致性好、可靠性较高，说明该大型直剪仪的基本剪切性能稳定，可进一步应用于相关岩土材料的试验研究。  相似文献   

黄河下游引黄区沉沙处理运行方案分析研究^*     

唐登银  高善明 《地理研究》1998,17(4):401-408

黄河是多沙性河流,引黄必带进大量泥沙,沉沙池沉粗排细,能有效处理泥沙。当沉沙池淤满,失去自流沉沙作用时,采用"以挖待沉"可以延长灌区运行年限,但没有扬水沉沙方案优越。根据黄河下游地上河的特殊地貌条件,如果能在河漫滩上建沉沙池,可以解决沉沙占地的难题。  相似文献   

曹妃甸浅滩表层砂体插桩深度研究   总被引：1，自引：1，他引：0  

陶常飞  吴建政  亓发庆  张子鹏 《海岸工程》2008,27(4):54-59

曾妃甸浅滩原为古滦河三角洲，三角洲废弃后，海底表层沉积物在波浪潮流的簸选及自重应力作用下，沉积物颗粒粗化，粒度单一，且堆积紧密，工程强度较高。平台在该海医插桩时往往难以贯穿该层，其实际插桩深度较预定深度存在较大偏差。本文对此类砂体的形成机制、插桩过程中土体的压实作用对砂体强度的影响进行了分析，在对砂体力学参数做出适当调整后，运用太沙基地基极限荷载公式进行计算，得到了与实际情况较为一致的结果。  相似文献   

中国海相油气田勘探实例之十三 塔里木盆地东河塘海相砂岩油田勘探与发现   总被引：3，自引：1，他引：2  

周新源  杨海军  胡剑风  朱永峰 《海相油气地质》2010,15(1):73-78

东河塘油田位于新疆库车县,构造上隶属于塔里木盆地塔北隆起轮台凸起东河塘断裂构造带,是我国发现的第一个高产高丰度海相砂岩油田,它的发现是中国海相砂岩油气勘探理论和实践的一次重大突破。油田发现于1990年7月,至1994年探明石油地质储量3323.13×104t,天然气地质储量15.5×108m3,至2009年底累计产原油825.75×104t。石炭系东河砂岩油藏是东河塘油田的主体,其储层东河砂岩段是一套滨岸相砂体,具有厚度巨大、埋深大、储集性能好的特点;其油藏类型为块状底水背斜油藏,产能高,储量丰度高。论述了东河塘油田勘探与发现的历程,剖析了取得勘探成功的实践认识与意义。  相似文献   

Fabric dilatancy and the plasticity modeling of granular media     

B. Muhunthan  N. Sasiharan 《国际地质力学数值与分析法杂志》2012,36(9):1181-1193

A novel conceptual model of the mechanics of sands is developed within an elastic–plastic framework. Central to this model is the realization that volume changes in anisotropic granular materials occur as a result of two fundamentally different mechanisms. The first is purely kinematic, dilative, and is the result of the changes in anisotropic fabric. There is also a second volume change in granular media that occurs as a direct response to changes in stress as in a standard elastic/plastic continuum. The inclusion of the two sources of volume change results in three important datum states. When subjected to isotropic strains, the resulting stress state in granular materials is not isotropic but lies upon the kinematic normal consolidation line. There exists a state at which the fabric‐induced volumetric strain rate becomes equal to the stress‐induced volumetric strain rate making the total plastic volumetric strain rate equal to zero. Granular response changes from contractive to dilative at this phase transformation line. The third datum state is the one in which the stress‐induced volumetric strain rate is zero. The sand, however, continues to dilate at this state with the difference between stress and dilation ratio a constant as predicted by Taylor's stress–dilatancy rule. These predictions are shown in accordance with experimental data from a series of drained tests and undrained on Ottawa sand. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Experimental evaluation of shear strength behaviour of plastic and non-plastic silts     

A. Usmani  K.G. Sharma  A. Nanda 《Geomechanics and Geoengineering》2015,10(3):174-181

Silt is available in many parts of the world in combination with sands and clays. However, due to lack of clear understanding of its engineering behaviour, most of the time it is interpreted in terms of either sands or clays. Structures that are usually built on silty soils are designed to take into account design procedures developed for sandy or clayey soils. Presence of silts in combination with varying amount of sand and clays produces silt that is either plastic or non-plastic in nature. Silt is available in and around the Delhi region, in a majority mixture along with fine sands, which is non-plastic in nature. On the other hand silty deposits found in offshore Bombay High region are found in abundance along with significant amounts of clays and are termed as plastic silts. In this paper a comparison of the stress-strain behaviour of plastic and non-plastic silts is carried out under triaxial compression loading during both drained and undrained conditions. Two representative samples each from Delhi and Bombay High regions were considered for this comparison and results of stress-strain under four sets of confining pressure are discussed in detail. It is observed from this study that behaviour of silts is mainly dependent on the composition and structure of the resultant soil matrix. It is concluded from the results that shear strength parameters as well as volume change/pore pressure response of silty soils is dominated by the constituent soil present along with the silt. It is seen from the comparative behaviour of non-plastic and plastic silts that the presence of sand and clays has a governing effect on pore pressure development and the resultant friction angle. The study also corroborated that the nature of silt is transitional both in the case of plastic and non-plastic forms.  相似文献   

Sources of polycyclic aromatic hydrocarbons (PAHs) to northwestern Saskatchewan lakes east of the Athabasca oil sands     

《Organic Geochemistry》2015

The past several decades have witnessed a significant expansion of mining activities in the Athabasca oil sands region, raising concerns about their impact on the surrounding boreal forest ecosystem. To better understand the extent to which distal sites are impacted by oil sands-derived airborne contaminants, we examine sources of polycyclic aromatic hydrocarbons (PAHs) in surface sediments and dated sediment cores from Saskatchewan lakes situated ∼100–220 km east–northeast of the main area of bitumen mining activities. The concentrations and fluxes of both parent and alkylated PAHs are low and show considerable variability over the past 70–100 years. Small yet discernible increases in PAH concentrations and fluxes occurred over the past 30 years, a trend which coincides with the rapid growth in bitumen production. However, several lines of evidence point to wildfires as the principal source of PAHs to these lakes: (1) the significant co-variations in most cores between retene (1-methyl-7-isopropyl phenanthrene) and other groups of parent and alkylated PAHs, (2) the similarity in compound specific δ¹³C signatures of the parent PAHs phenanthrene and pyrene in recently deposited surficial sediments and those corresponding to time intervals considerably pre-dating the large scale development of the oil sands and (3) the discernible up-core increases in the proportion of refractory carbon (i.e., char) in Rock-Eval 6 data. The collective evidence points to softwood combustion from boreal forest fires as the principal source of retene in sediments and the general increase in forest fire activity in this region over the past several decades as the source of refractory carbon. Mining activities associated with the Athabasca oil sands are thus not considered a major source of PAHs to these lakes.  相似文献   

A middle surface concept (MSC) model for saturated sands in general stress space     

Y. Yang  K. K. Muraleetharan  H. S. Yu 《国际地质力学数值与分析法杂志》2006,30(5):389-412

An elastoplastic constitutive model is proposed for saturated sands in general stress space using the middle surface concept (MSC). In MSC, different features of stress–strain response of a material are divided into different pseudo‐yield surfaces. The true‐yield surface representing the true response is established by using various links between the yield surfaces. In this MSC sand model, several well‐known features of sand response are represented by three different pseudo‐yield surfaces, which are developed in a simple and straightforward way. These features include the critical state behaviour, the effects of state parameter, unloading and reloading plastic deformation, the influence of fabric anisotropy, and phase transformation line related behaviour. Finally, the model predictions and test results are compared for two different types of sands under a variety of loading conditions and good comparisons are obtained. The application of MSC to saturated sand modelling shows the versatility of MSC as a general concept for modelling stress–strain response of materials. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献