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11.
在简述地形地貌、气象水文、构造部位和岩石组成等地质环境因素的基础上.本文重点研究了链子崖危岩体煤层采空区地下水的水化学类型及其对工程结构的侵蚀等级.并提出了地上排水、地下排水与采用抗侵蚀工程材料等综合的工程治理对策。 相似文献
12.
乐平煤是分布于苏浙皖赣地区龙潭组中的特有煤种(俗称树皮煤),也是一种具良好生烃潜力的烃源岩。乐平煤中,壳质组和可溶有机质含量高,母质类型为高等植物和低等生物双重来源,元素组成具富氢、低氧、高含硫的特征,应属海相成因的泥炭坪沉积。成煤物质主要来源于真蕨、种子蕨和科达类等植物的树皮体。树皮体又可分为茎皮体和根皮体两种亚组分。依据煤的显微组分组成和树皮体富集程度的不同,乐平煤可分为原地型、过渡型和微异地型三种成因类型。乐平煤的研究对整个南方二叠纪煤成烃资源的评价具重要的地质意义。 相似文献
13.
G. S. Xeidakis 《Engineering Geology》1996,44(1-4):107-120
Stabilization of the swelling clay structure is attempted by intercalation of Mg(OH)2 and the development of a brucite interlayer between the clay layers. The properties of the product obtained by applying the technique, formulated as described in a previous work, are considered here. The materials used were Wyoming bentonite (USA), Fuller's Earth (UK), kaolinite, illite, lignite, and silica gels. The Mg(OH)2-clay products were examined by the methylene blue dye test, X-ray diffraction analysis (XRD), differential thermal analysis (DTA), and derivative thermogravimetry analysis (DTGA). From the results obtained it is concluded that: the Mg-hydroxide is adsorbed by swelling clays both on their external and internal surface, whereas it is adsorbed on the external surface by non-swelling clays. The internally adsorbed phase of Mg-hydroxide forms an ill-defined interlayer of brucite, retarding swelling, whereas the external phase covers the particles modifying drastically their surface properties, like the adsorption of the MB dye. The material produced after precipitation of Mg-hydroxide on swelling clays (smectites) did not re-expand on wetting or after glycolation. The adsorption of MB dye was also reduced by some 80–90%, due to coating effect, preventing the measurements of the external surface area of the clay by polar molecules. The principal forces involved in the process are believed to be physical adsorption on the external surface, along with chemisorption and some chemical bonding, mostly in the internal surface. Cementation due to crystallization and, in the long term, some pozzolanic reactions take also place. Internal adsorption of the Mg-hydroxide is postulated to be in the form of positively charged mono- and/or small polymers and it is, chiefly, diffusion controlled. Since Mg-hydroxide is internally adsorbed by swelling clays, whereas Ca-hydroxide(lime) is not, and the (Mg, Ca)-clay aggregates are more stable than the Ca-clay or the Mg-one, the combination of the two hydroxides could give better results in soil stabilization than each hydroxide alone. 相似文献
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16.
K. Holub 《Pure and Applied Geophysics》1997,150(3-4):435-450
—Mining-induced seismicity associated with longwall face operations in the Ostrava- Karviná coal mines, Czech Republic, has
been investigated in order to establish the conditions leading to a focal zone generation. The study, based on macroseismic
and instrumental observations, proved that seismicity is influenced by natural as well as mining conditions. The first group
includes the influence of faults, washouts and red beds, while the second one is represented by shaft and/or crosscut safety
pillars and various types of remnant pillars. All the cases discussed show that many focal zones are generated in overstressed
strata as a consequence of interaction of natural conditions and/or old workings with the active coal face.
Received June 18, 1996, accepted March 10, 1997 相似文献
17.
华北地台北缘拴马桩煤系 总被引:1,自引:0,他引:1
狼山—色尔腾山和大青山的拴马桩煤系曾被认为是分布于华北地台北缘“内蒙地轴”上的晚古生代纯陆相山间盆地沉积。新的研究证明,上述两地的拴马桩煤系的时代并不完全等同,也不是纯陆相地层,更不是同一盆地的含煤沉积 相似文献
18.
煤层气盆地、煤层气系统、煤层气区带的存在及发育程度是煤层气藏形成的充分与必要条件。恩洪盆地和老厂一圭山盆地老厂煤矿区具备了形成煤层气藏的条件。研究其形成煤层气藏的特定条件,总结其煤层气藏模式,是煤层气勘探目标评价的基础。 相似文献
19.
疏降地下水引起地面塌陷浅析--以淮南煤矿区为例 总被引:4,自引:0,他引:4
以淮南西部矿区为例,介绍了该地区自20世纪60年代开采煤矿以来,由于疏降地下水,引起的地面塌陷。为了研究灰岩水动力场规律,先后在该区进行多时段、多水平放水试验。研究表明,覆盖粘土层、岩溶及人工疏降地下水,是该地区岩溶塌陷形成的基本条件。通过对粘土盖层性质、疏降地下水岩溶塌陷演化过程及塌陷机理与对应阶段过程综合分析,结合区域地质条件,掌握了塌陷点的分布规律。对目前西部地区塌陷“复活”、整治及未来城市规划,提出了建设性建议。 相似文献
20.
In this study, a capillary barrier system was designed and tested for an arid land environment. To simulate arid land conditions
of high temperature and sub-irrigation systems, the barrier was subjected to thermal and hydraulic gradients in opposite directions;
to test the barrier system under these severe conditions, an experimental apparatus was designed and fabricated. The multilayer
capillary barrier consisted of three layers made of silica sand, a mixture of sand and bentonite in equal portions, and a
mixture of clay (25%) and aggregate (75%). Several one dimensional coupled heat and moisture tests were performed. Temperature
variations along the thickness of the barrier were recorded as a function of time, and at the end of each test, the barrier
was sliced into small sections, for the determination of volumetric water content as a function of distance from the heat
source. The experimental results were discussed in view of the barrier's intended purpose of its ability to store moisture
for long time durations.
Coupled heat and moisture flow equations were developed and solved numerically via a finite difference method. Diffusivity
parameters were calculated by using experimental results, a numerical model, and Powell's conjugate directions method of nonlinear
optimization. The model was calibrated and the results were discussed. Good agreement between calculated and experimental
results was obtained.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献