黄骅坳陷滨海地区沙三段储层的油气成藏特征:流体包裹体证据     

刘玉明  ;武战国  ;张锺月 《世界地质》2014,33(2):448-456

黄骅坳陷滨海地区沙河街组三段储层是中国深部油气勘探的新层位之一。为揭示该区油气成藏演化,对储层中流体包裹体岩相学特征、产出特征、包裹体均一温度和含油包裹体丰度进行了研究。结果表明,沙河街组三段储层中存在三期油气包裹体,分别代表了三期油气注入。Ⅰ期包裹体的均一温度为86℃～126℃,GOI为15%～35%,油气充注时期为36～25 Ma,开始有油气进入到储层中;Ⅱ期包裹体的均一温度为120℃～140℃,GOI为30%～60%,油气注入时期为27～12 Ma,烃源岩进入生排烃高峰期,发生大规模油气运聚,是主要的成藏时期;Ⅲ期包裹体的均一温度为138℃～155℃,GOI为1%～8%,油气注入时期为12～6 Ma,油气运移规模急剧减小。  相似文献   

济南市人口城镇化与土地城镇化协调发展研究     

徐海燕  ;丁喜莲  ;张风艳 《山东地质》2014,(10):90-94

人口城镇化与土地城镇化协调发展是推进新型城镇化的重点所在。通过构建指标评价体系和评价模型,从“人口-土地”协调的视角分析演算1995-2013年济南市的城镇化水平与协调发展状态。研究结果表明,济南市城镇化整体协调发展度从1995年的严重失调衰退阶段发展到2013年的优质协调发展阶段,但是从2008开始,人口城镇化滞后于土地城镇化发展,表现出一定的失调现象。研究结果可以为制定地区城镇化发展策略提供科学依据。  相似文献   

陕北延安“7.3暴雨”诱发地质灾害主要类型与特征   总被引：3，自引：0，他引：3  

黄玉华  武文英  冯卫  李政国 《西北地质》2014,(3):140-146

2013年7月3日以来,陕西延安地区百年不遇的持续性强降雨,引发了大量的崩塌、滑坡、泥流地质灾害,造成严重的财产损失和人员伤亡。通过野外实地调查,对本次持续性强降雨诱发大范围地质灾害的主要类型和特征进行了较为系统的研究。研究表明,本次持续性强降雨引发的地质灾害共计8 000余处,灾害类型主要有崩塌、滑坡和泥流,分别以小规模黄土崩塌、浅表层黄土滑坡、坡面型黄土泥流为主,以及上述灾种链生转化形成的沟谷型泥流。在持续降雨条件下,多灾种转化而成的复合型灾害是造成人员伤亡和财产损失的主要类型。  相似文献   

LA‐ICP‐MS Analysis of Small Samples: Carbonate Reference Materials and Larval Fish Otoliths     

Angélique V. Lazartigues  Pascal Sirois  Dany Savard 《Geostandards and Geoanalytical Research》2014,38(2):225-240

This article proposes a methodology to analyse the composition of very small carbonate samples such as larval fish otoliths. The chemical composition of otoliths, which are carbonate structures in the inner ear, is often used to explore population dynamics in fishes. Recent advances in laser ablation‐inductively coupled plasma‐mass spectrometry have suggested its potential application to this field. In this study, analyses were performed using a 193 nm ArF Resonetics LA system, coupled to an Agilent 7700X‐ICP‐MS, with the following ablation parameters: a beam diameter of 5 μm, energy of 3 mJ, 2.7 J cm^?2, laser repetition rate of 10 Hz and translation speed of 2.5 μm s^?1. NIST SRM 610 glass was used as the primary calibration material. Performing this protocol, characterisation of a USGS GP‐4 reference material was achieved with suitable precision and accuracy, but the USGS MACS‐3 reference material appeared more heterogeneous under the ablation conditions tested. Calibration was performed using two different beam diameters (5 and 11 μm). Capelin (Mallotus villosus) otoliths measuring between 10 and 20 μm in diameter were tested. Even though a smaller beam diameter and lower energy were used compared with those normally employed to analyse larger otoliths, the method was successful.  相似文献   

“平、剖面三维联动编辑”的实现途径     

李青元  张威  周顺  宋博辇  魏新永 《中国煤炭地质》2014,(1):67-72

基于对平、剖面三维联动编辑的概念、动因的探讨及相关研究成果的认识,提出了平、剖面三维联动编辑的几何原理与实现途径,如:地质曲面的表达、基于等高线的曲面构建、剖面图的构建、以及平面图与剖面图的联动修改方法。并对三维地质建模的需求、矿产资源勘探应提交的三维地质模型、三维地质建模的数据标准以及广义的三维联动编辑等问题进行了延伸讨论。认为平、剖面三维联动编辑可能成为三维建模软件推广应用中的"杀手级应用"。  相似文献   

双巷三维并行电法数值及物理模型试验研究     

张成乾  杨伐  谭磊  吴荣新  张平松 《中国煤炭地质》2014,(6):60-62,68

电法勘探是一种以研究地下探测目标体与周围介质之间的电性差异的地球物理探测方法,通常采用的二维电法勘探只能得到一条垂直于测线的视电阻率剖面,如果不能确定测线位置正好在异常体的正上方,这时就难给出较准确的结论。三维电阻率法采集数据量大,可获得三维电性数据体,而且可方便地根据需要实现水平及垂直切片,有着二维电法探测不能比拟的优点,实现对目标体的准确定位及全面透视。通过对构建的三维地质模型体进行数值模拟和物理模拟,表明双巷并行三维电法对地质异常体可以进行有效的探查并获得良好的探测效果。  相似文献   

淮南煤田潘三煤矿4-2煤中矿物对岩浆侵入的响应     

李秀芝  ;陈健  ;康彧  ;刘桂建 《中国煤炭地质》2014,(7):12-14

以淮南煤田潘三煤矿4-2煤层中的岩浆岩、天然焦和煤样品为研究对象,利用X射线衍射仪和X射线荧光光谱仪测试其矿物组成和主量元素含量,研究地下岩浆侵入对煤中矿物成分的影响。结果表明:煤变质成天然焦后,其总的矿物含量增多,并伴随着后生矿物如微斜长石和镁绿泥石的出现。天然焦中后生矿物的组成元素可能来源于岩浆或热液中的主量元素如Si、Al、Na、K、Fe和Mg。  相似文献   

云南省江城地区盐盆地重力勘探与深部找钾启示          下载免费PDF全文

刘璎  郑绵平  于常青  张震  高磊 《中国地质调查》2014,6(6):88-97

云南省江城勐野井钾盐矿是目前我国发现的唯一固体钾盐矿。该地区地质构造复杂,近几年通过野外地质、地球物理及钻井勘探 ,认为钾盐来自深部侏罗系,并沿断裂构造带挤压塑流到表层,可能在深部还存在大面积的“盐源”。为实现找矿突破,亟须了解控制盐矿形成的构造及围岩的三维结构特征。通过对江城地区高精度重力数据位场分离、边缘检测、3D物性反演的地球物理处理与解释,获得了勐野井地区江城湖盆的基底变化、断裂展布等地质信息,确定了研究区构造格架、地下密度体的三维分布与岩盐矿的关系,推断在勐野井矿区西北深部可能还有侏罗系盐岩甚至钾盐的存在,该地区将是未来找矿工作的重点。研究成果为江城地区下一步钾盐矿勘查提供了线索和依据。  相似文献   

Assessment of soil–pile–structure interaction influencing seismic response of mid-rise buildings sitting on floating pile foundations     

《Computers and Geotechnics》2014

The role of the seismic soil–pile–structure interaction (SSPSI) is usually considered beneficial to the structural system under seismic loading since it lengthens the lateral fundamental period and leads to higher damping of the system in comparison with the fixed-base assumption. Lessons learned from recent earthquakes show that fixed-base assumption could be misleading, and neglecting the influence of SSPSI could lead to unsafe design particularly for structures founded on soft soils. In this study, in order to better understand the SSPSI phenomena, a series of shaking table tests have been conducted for three different cases, namely: (i) fixed-base structure representing the situation excluding the soil–structure interaction; (ii) structure supported by shallow foundation on soft soil; and (iii) structure supported by floating (frictional) pile foundation in soft soil. A laminar soil container has been designed and constructed to simulate the free field soil response by minimising boundary effects during shaking table tests. In addition, a fully nonlinear three dimensional numerical model employing FLAC3D has been adopted to perform time-history analysis on the mentioned three cases. The numerical model adopts hysteretic damping algorithm representing the variation of the shear modulus and damping ratio of the soil with the cyclic shear strain capturing the energy absorbing characteristics of the soil. Results are presented in terms of the structural response parameters most significant for the damage such as foundation rocking, base shear, floor deformation, and inter-storey drifts. Comparison of the numerical predictions and the experimental data shows a good agreement confirming the reliability of the numerical model. Both experimental and numerical results indicate that soil–structure interaction amplifies the lateral deflections and inter-storey drifts of the structures supported by floating pile foundations in comparison to the fixed base structures. However, the floating pile foundations contribute to the reduction in the lateral displacements in comparison to the shallow foundation case, due to the reduced rocking components.  相似文献   

Numerical study of the 3D failure envelope of a single pile in sand     

《Computers and Geotechnics》2014

The paper presents a comprehensive study of the failure envelope (or capacity diagram) of a single elastic pile in sand. The behavior of a pile subjected to different load combinations is simulated using a large number of finite element numerical calculations. The sand is modeled using a constitutive law based on hypoplasticity. In order to find the failure envelope in the three-dimensional space (i.e. horizontal force H, bending moment M and vertical force V), the radial displacement method and swipe tests are numerically performed. It is found that with increasing vertical load the horizontal bearing capacity of the pile decreases. Furthermore, the presence of bending moment on the pile head significantly influences the horizontal bearing capacity and the capacity diagram in the H–M plane manifests an inclined elliptical shape. An analytical equation providing good agreement with the 3D numerical results is finally proposed. The formula is useful for design purposes and the development of simplified modeling numerical strategies such as macro-element.  相似文献