利用煤层裂隙地震各向异性寻找煤层气气藏

煤层气是以吸附状态储集在煤层的微裂隙、裂缝中，煤层既是煤气的源岩层，也是煤层气的储集层。由于煤层裂隙的存在，将导致煤层的各向异性；根据横波分裂理论：横波通过方位各向异性介质时，横波将发生分裂现象，分裂为两个偏振方向近乎正交的横波，即传播方向平行于裂隙方向的快横波和传播方向垂直于裂隙方向的慢横波。本文介绍了煤层裂隙引起的横波分裂现象的实验室研究及实际野外试验成果。实际结果表明，利用转换横波探测煤层裂隙是可行的。本文最后给出了试验煤层裂隙发育范围和裂隙发育方向。     

Three-dimensional model and late stage warping of the Plattengneis Shear Zone in the Eastern Alps

The Plattengneis shear zone is a 250–600 m thick, flat lying, Cretaceous, eclogite facies, mylonitic shear zone, with north-over-south transport direction, that is exposed over almost 1000 km² in the Koralpe region along the eastern margin of the Alps. Although the shear zone is one of the largest in the Alps, its role in the Eoalpine metamorphic evolution and the subsequent exhumation of the region, remain enigmatic and its large-scale geometry is not well understood. The outcrop pattern suggests that the shear zone is made up of a single sheet that is folded into a series of open syn- and antiforms with wavelengths of about 10 km. Eclogite bodies occur above, within and below the shear zone and there is no metamorphic grade change across the shear zone. In the south, the fold axes strike east–west and plunge shallowly to the east. In the north, the fold axes are oriented in north–south direction and form a dome shaped structure of the shear zone. Total shortening during this late stage warping event was of the order of 5%. Indirect evidence constrains this folding event to have occurred between 80 and 50 Ma and the fold geometry implies that the final exhumation in the Koralpe occurred somewhat later than further north. Interestingly, the shear zone appears to strike out of the topography in the south and dip into the topography in the north, so that north of the shear zone only hanging-wall rocks are exposed and south of it only foot-wall rocks. Possibilities for the geometric relationship of the Plattengneis shear zone with the surrounding south dipping detachments are discussed.     

Gemstone Mineralization in the Palghat-Cauvery Shear Zone System (Karur-Kangayam Belt), Southern India

We summarize here the occurrence of a number of semiprecious stones within a major gemstone belt in the Palghat-Cauvery shear zone system close to the northern margin of the Madurai Granulite Block, southern India. The gem mineralization in this belt includes different varieties of corundum (star ruby, sapphire), cordierite (iolite), feldspar (moonstones and sunstone of various hues), beryl (emerald, aquamarine), chrysoberyl (alexandrite), kornerupine, topaz, spinel, crystal quartz and amethyst, among others. Gem mineralisation has not been directly dated, but is associated with pegmatites that crosscut rocks metamorphosed in late Neoproterozoic/Early Cambrian times. Similar aged gem mineralization occurs south of the Achankovil Shear Zone in southern India, as well as in Sri Lanka and Madagascar and strengthen the view of a broad late Neoproterozoic-early Cambrian gemstone province in central Gondwana. The ruby mineralization within this belt can be correlated with similar occurrences in eastern Madagascar, supporting a correlation between the Malagasy Betsimisaraka suture zone and the Palghat-Cauvery shear zone system in southern India.     

Assessment of Marine Clay Improvement Under Reclamation Fills by in-situ Testing Methods

In ground improvement projects with prefabricated vertical drains, the duration of the preloading period is set in advance based on the predetermined time rate of consolidation of the compressible layer. If prediction is accurately done, the required degree of consolidation is met at the pre-determined preloading time. As such, there is a requirement for in-situ tests to be carried out just prior to the removal of surcharge to assess the degree of consolidation of the improved ground. In-situ tests were carried out after 23 months of surcharge loading at the In-Situ Test Site within the Changi East Reclamation Project in the Republic of Singapore. In-situ testing works in this research study comprises the use of field vane shear, piezocone, flat dilatometer and self-boring pressuremeter. The in-situ tests were carried out to determine the shear strength and degree of consolidation of the Singapore marine clay at Changi after 23 months of surcharge loading. The In-Situ Test Site consisted of a Vertical Drain Area as well as an untreated Control Area. Both areas were located adjacent to each other and were surcharged simultaneously to the same level and surcharge left in place for a period of 23 months. Comparison was made between the in-situ test results of the Vertical Drain Area and the untreated Control Area.     

甘新北山金窝子韧性剪切带型金矿床成因

金窝子金矿床位于中朝_塔里木板块与哈萨克斯坦板块俯冲碰撞带南缘的甘新北山中带东段,受矿源岩系和区域性韧性剪切带的形成和演化的双重控制。下二叠统金窝子组中金元素含量高,又普遍发生浅变质作用和较强烈的构造变形作用,所以金窝子组能够提供成矿物质。区域性构造变形过程中,大规模深层次的韧性剪切变形促使金窝子组中金元素活化迁移,连同SiO2、K、Na等活性组分和岩石中H2O一起,形成含金动力变质热液;当含金热液上升并进入到NEE向低角度逆冲韧脆性断裂中,则发生交代蚀变和矿化,形成蚀变糜棱岩型和网脉型金矿化;而含金热液上升进入到NNW向高角度张性_张扭性脆性断裂中,则发生充填型矿化,形成石英大脉型金矿化。所以金窝子金矿的最主要控矿因素是矿源岩系和韧性剪切带。因此,金窝子金矿床属于韧性剪切带型金矿床,其成矿作用与控矿因素都与韧性剪切带有关。     

岩石直接剪切试验残余强度浅析

对岩石剪切残余强度进行了浅析,主要以唐山马城铁矿的岩石试验为依据,探讨了岩石剪切峰值强度和残余强度的关系,分析了岩石剪切残余强度的影响因素,为大家了解、利用岩石的剪切残余强度提供了参考意义。     

双剪双参数强度准则硬化函数的探讨

目前双剪强度理论在工程实际中得到了广泛的应用。基于双剪理论和相关流动法则,采用各向同性强化法则,选用等效塑性应变作为强化参数,从一致性条件出发,推导出双剪双参数强度准则本构模型硬化函数的显式表达式,并利用单轴加载试验数据得到硬化函数与硬化参数之间的微分关系,推导出考虑硬化的双剪双参数强度准则本构模型的弹塑性刚度矩阵,给出了求解双剪强度理论硬化函数的另一思路。通过工程算例验证,得出一些结论对实际计算具有一定的指导意义。     

远安地堑上白垩统红花套组压实剪切型变形带的微观结构与地层渗透性关系解析

孔隙性砂岩中形成的压实剪切型变形带及其周围的渗透性特征是变形带研究的重要内容之一,由于变形带宽度常为毫米级别,常规渗透率测试方法因分辨率的限制无法满足研究需求。选取远安地堑上白垩统红花套组中不同规模的单条变形带、小型及中大型簇状变形带样品,在对其微观结构进行详细研究的基础上,采用具有高分辨率测试功能的AUTOSCAN进行密集测试,建立了连续渗透率剖面。结果显示,渗透率低值点与变形带有显著对应关系,在渗透率线扫描曲线中呈下拉尖峰特征;不同变形带渗透率异常低值点存在差异,变形带厚度大则异常程度高;不同微观结构要素的渗透率降低程度不同,渗透率由低至高依次为：大型簇状变形带的核心碎裂带<小型簇状变形带的核心碎裂带<带间区域<单条变形带核心碎裂带<边缘过渡区<围岩。分析认为,虽然变形带的厚度和渗透率探测孔的大小会影响探测结果,但变形带的微观结构才是控制渗透率降低程度不同的本质原因。中大型簇状变形带的核心碎裂带密集发育且连续性好,很可能对流体渗流、油气运移等造成较大影响;而单条变形带由于延续性较差,很难真正阻碍流体渗流,而是会增强岩石整体的各向异性特征。     

岩石圆孔结构破坏过程变形场演化的实验研究

采用自行设计的岩石材料破坏过程变形场监测系统(Geo-DSCM系统),观测了受单轴压缩的岩石圆孔结构破坏过程中的变形场演化。圆孔结构由大理岩方板在中心钻孔加工而成,以0.02 mm/min的位移加载速度进行单轴压缩至破坏。实验结果表明,载荷水平较低时圆孔结构的拉应力集中部位发生变形集中现象;当载荷水平接近加载曲线的峰值点时,变形集中在两条共轭的与加载方向成一定角度的局部化带上;之后,变形的集中迁移到其中一条带上集中,结构最终在此带上形成宏观裂纹而破坏。     

表层土剪切波速的不确定性对地表设计谱平台值的影响

土层剪切波速对地表反应谱有重要的影响。选取构建了不同场地类别的235个场地地震反应模型,人工合成了12条强弱及频谱特性不同的加速度时程,运用一维土层地震反应的等效线性化波动方法,研究了不同地震动输入下表层土剪切波速的不确定性对设计谱平台值的影响,统计给出了表层土剪切波速的变异率与地表设计反应谱平台值间的经验公式。结果表明:地表设计反应谱平台值与表层土剪切波速的变异率呈负相关关系,即随表层土剪切波速变异率的增大而减小;不同地震波输入条件下各类场地类别地表设计谱平台高度与表层土剪切波速变异率的数学模型为一阶指数函数。