伊利石40Ar-39Ar年龄的统计分析与成藏期

为了确定鄂尔多斯盆地苏里格气田的成藏年代,通过提取砂岩储层中的黏土质填隙物,分离分级成 < 0.5、0.5~1.0、1.0~2.0μm的分样品,进行伊利石激光阶段加热40Ar-39Ar定年.等时线年龄是自生伊利石与碎屑伊利石的混合年龄.通过趋势分析和回归分析分别获得极小的趋势年龄和极小的回归年龄,该年龄比较接近自生伊利石年龄.测试结果表明,伊利石的等时线年龄介于160.9~232.0 Ma之间,为自生伊利石与碎屑伊利石的混合年龄.采用数理统计方法获得极小趋势年龄和极小回归年龄分别为151.7 Ma和152.4 Ma,该年龄比较接近自生伊利石年龄,代表了热流体活动和油气成藏时间.      

中国主要含镍岩体特征及其成因

中国目前已发现7条岩带中18个岩体赋存有工业铜镍矿床。这些含镍岩体的岩石组合有三大类,其中以超基性岩中矿床居多,苏长岩与科马提岩中较少。中国含镍岩浆系列属于科马提岩系列而非拉斑玄武岩系列,含矿岩浆来自上地幔的部分熔融,源区具有U、Th值高而Cr低的特点,深大断裂发育的大陆边缘是镍矿床发育最理想的场所。     

末次盛冰期以来苏拉威西海区上层海水对快速气候变化的响应

通过对苏拉威西海MD98-2178站位浮游有孔虫定量分析、表层浮游有孔虫Globigerinoides ruber壳体镁钙(Mg/ca)比值反演海表温度(SST),并结合表层和次表层浮游有孔虫氧、碳同位素,探讨末次盛冰期以来,苏拉威西海区温度、盐度、生产力、温跃层深度变化及其对快速气候变化的响应.研究发现:末次盛冰期苏...     

Quantitative monitoring of gravity erosion using a novel 3D surface measuring technique: validation and case study

Natural Hazards - Gravity erosion is one of the most remarkable natural hazards in mountainous regions, especially on the Loess Plateau of China. Nevertheless, the measurement of failure mass is...     

闽赣交界武夷山南段“桃溪穹隆”形变特征及构造演化探讨

"桃溪穹隆"由内核、中间层和盖层组成,发育岩石流变,韧性、韧脆性和脆性变形(断裂)。文章以"桃溪穹隆"内核、中间层和盖层为对象,通过研究其形变特征、运动形式及相互关系,探讨穹隆上隆的运动方式,结合沉积事件、岩浆活动和构造运动,阐述穹隆的形成机制和构造演化特征。"桃溪穹隆"于加里东期(志留纪末)隆升,华力西期—印支期(晚二叠世—中三叠世)大规模上隆,燕山期及后期继承性活动,主隆升期(华力西期—印支期)为逆时针旋转上隆。穹隆长期隆升是该区古元古代结晶基底出露的主要原因。     

老滑坡路段路堑开挖与超前支护效果

为防止老滑坡路段路堑开挖过程中出现路堑边坡失稳的问题,以在建某高速公路老滑坡段路堑失稳边坡为例,借助数值分析,进行了老滑坡路段路堑开挖与超前支护效果研究。结果表明：1）一般宽平台开挖模式能提高边坡的整体稳定性;然而,对于存在具有膨胀性质滑带土的牵引式老滑坡,坡脚采用宽平台刷坡减重不利于路堑边坡的稳定,必须要采取超前支护,如锚索、抗滑桩等,必要时要紧急采取清方卸载措施。2）锚索超前支护能够有效抑制边坡变形,需采用有效措施提高设置在坡脚处锚索的抗拉强度,如施加预应力等。3）抗滑桩超前支护应注意桩位、桩长、桩距的优化设计。建议抗滑桩采用锚拉,对桩前坡体中的滑带进行超前注浆,有必要沿老滑坡主滑方向布置多排抗滑桩,或采用h型桩体设计。     

China Has Discovered Super-Large Big Flake Graphite Ores

<正>The Geological Mineral Exploration Institute No.8 in Inner Mongolia,China has recently discovered a new super-large big flake graphite ore deposit named the Chahanmuhulu graphite deposit.A total of eleven graphite orebodies were delineated in the deposit,with orebodies No.III and IV being dominant.The orebodies extend 85–1630 m along the strike,and have an oblique depth of 563     

Causes of landslide recurrence in a loess platform with respect to hydrological processes

Irrigation-induced landslide is a recurring problem in the Heifangtai loess platform of northwest China. The landslide sites are characterized by a concave topography. Numerical modeling indicates that the groundwater table at the past-landslide site rises more quickly than the other natural platform borders under irrigation conditions. This is consistent with the field observations that seepage of the groundwater appeared in the hollow is higher than that of lateral slopes. In order to investigate the response of soil behavior due to rise in groundwater table, stress-path tests were performed on undisturbed specimens. It has been observed that the increase in pore water pressure in loess can trigger soil liquefaction and eventually results in landslide. Hence, the concave past-landslide site is much more prone to landsliding, which contributed to the landslide recurrence.