郯庐断裂带肥东北部文集地区构造岩类型与构造变形分析

位于郯庐断裂带中南部的肥东地区是郯庐断裂带内韧性剪切带出露的主体区域之一。本文从肥东北部文集地区的构造岩组成及其变形入手,通过详细的野外观测、室内显微构造变形分析来确定该地区构造变形的几何学形态及其涡度、有限应变、分维度、差异应力、应变速率等参数。研究区主要出露角闪岩相肥东变质杂岩,构造岩以糜棱岩和糜棱岩化片麻岩为主,岩石变形强烈。根据极摩尔圆法得到的运动学涡度值为0.729~0.870,指示区域内的韧性剪切活动以简单剪切为主。几何学形态上,肥东北部文集地区构造整体呈一背形展出,其枢纽走向NE-SW,轴面倾向SE,物质及变形强度等方面均表现出一定的规律和对称性。研究区内动态重结晶石英颗粒边界具有统计学上的自相似性,其分维值D在1.143~1.208之间,且自背形核部向两翼,颗粒粒径增大,分维值减小。差异应力Δσ介于17.86~55.18MPa之间,应变速率ε值在1.960×10^-13~7.330×10^-12s^-1之间,且背形核部差异应力和应变速率较两翼大,呈近似对称性分布。通过对比以上构造参数可以发现,区内差异应力和应变速率表现出一定的正相关性,自核部向两翼二者均呈减小趋势;动态重结晶石英颗粒则与应变速率呈负相关性,即核部颗粒细小、两翼增大。本文从几何学、运动学以及显微构造变形分析等方面对该区构造变形展开精细化研究,借此来分析肥东北部地区郯庐断裂带的构造形态和运动学特征,这对进一步认识郯庐断裂带的演化过程及构造模型的建立有着重要的意义。     

青藏高原湿地冻土区活动层甲烷排放特征

青藏高原作为地球陆地碳循环系统的重要组成部分,一直是科学家和环保工作者关注的热点,天然气水合物的发现是否会引发环境和地质灾害再次引起科学家甚至政府部门的重视.本文选用甲烷通量、近地表大气甲烷浓度、土壤甲烷浓度和甲烷稳定碳同位素为监测指标,以祁连山天然气水合物试采区为研究区,开展甲烷排放监测.结果表明:①祁连山高寒草原、高寒草甸区甲烷排放具有季节性变化和区域分布特点,最大排放值为19.2mg/m2·h,最大吸收值为-108 mg/m2·h,表现出巨大的碳汇潜力,对青藏高原碳循环具有重要意义;②甲烷碳同位素显示冻土区活动层大量存在微生物,10~30 cm甲烷主要微生物成因,微生物活跃期在夏季,冬季则减弱,微生物的代谢影响着甲烷的氧化和产生,嗜甲烷菌的存在对甲烷的排放起很大的控制作用;③试采前后近地表大气甲烷含量没有出现“爆炸式”增长,这与研究区天然气水合物的赋存状态和储量及试采方式有关;④甲烷排放受多种因素的影响,应加强对土壤温度、土壤湿度和pH值等因素的进一步研究.     

松辽盆地松科1井上白垩统烃源岩有机碳含量与沉积速率的关系*

与海相盆地相比,陆相湖盆沉积物TOC和沉积速率关系的研究尚处于探索阶段,尤其是在沉积作用对TOC的控制机理研究方面还有待深入。首先运用旋回地层学方法,识别了松科1井南孔上白垩统天文周期,并利用滑动窗口频谱分析方法计算了各窗口的沉积速率及对应的TOC值。以姥鲛烷和植烷(Pr/Ph)比值作为氧化还原条件的指标,以介形虫壳体的δ¹³C作为古生产力大小的指标,对不同环境和不同古生产力条件下TOC和沉积速率的关系进行了探讨。研究表明: 在还原环境下,TOC主要取决于古生产力高低,而沉积速率的影响相对较小,当古生产力较高时,TOC值一般大于1%;反之,TOC值小于1%。但在氧化环境、低古生产力条件下,TOC随着沉积速率先增大后减小,其临界值为11,cm/ka。     

Active Characteristics and Paleoearthquakes in the West Kalpin Nappe Since the Holocene,SW Tianshan Mountain

the Kalpin nappe is an important multiple thrust system. It is important to study the Cenozoic tectonic of the Tianshan Mountain. Holocene active characteristics and paleoearthquake of the Kalpin nappe can be used to evaluate the neotectonic of this area. In this paper, we accurately measured the fault scarp in the front of three thrust-fold faults and analyzed paleoearthquake events in the trenches of the Kalpin nappe. Using the ¹⁰Be exposure age, we obtained those geomorphic surface ages and paleoearthquake times. The result showed that the slip rates of the west Kalpintag fault, aozitag fault and the tuoketag fault were 1.45(+1.68/-0.44) mm/a, 0.81(+0.35/-0.19) mm/a and (0.3±0.05) mm/a, respectively since the Holocene. The slip rate indicated that the increased activity transferred from back-row fault to front-row fault and accorded with the piggy-back propagation model in the Tianshan Mountain. Displacements and recurrence intervals of paleoearthquakes was similar to the slip rate characteristics. It also showed paleoearthquakes in the front row fault were stronger than paleoearthquakes of the back row fault. The strong paleoearthquake which caused the highest surface rupture happened in the Kalpintag fault. The interval of paleoearthquakes was about 4 ka and the displacement of every paleoearthquake was about 3 m in the west Kalpintag fault; the interval of paleoearthquakes was about 2 ka and the displacement of every paleoearthquake was about 1m in the aozitag fault; the tuoketag fault ruptured only one paleoearthquake since 7 ka. The Piqiang tear fault was the tectonic result of different shortening rate between the west Kalpin system and the east Kalpin system. The shortening rate of west Kalpin system was obviously stronger than the east Kalpin system. The huge separation distance was near 20 km between the east and the west back-row fault. Because the slip rate of system transferred to the front-row fault in the piggy-back propagation model, the separation distance (~4 km) between the east and the west front-row fault was increasing.     

不同围压下岩石抗压强度与变形参数尺寸效应的数值模拟

岩石抗压强度和变形参数是岩石工程设计的重要指标。由于岩石是典型的非均质材料,其强度和变形特性随样品尺 寸的变化而不同。本文采用PFC2D程序模拟了不同围压下不同尺寸岩样的压缩试验。结果表明（1） 岩样具有明显的尺寸效 应。同一围压下,尺寸越大,岩石强度、峰值应变和压缩模量越小,尺寸的变化对岩样的破坏模式影响较小;（2） 岩样具 有明显的围压效应。同一尺寸的岩样,随着围压的增大,岩石强度、峰值应变和压缩模量均增加,其中强度和峰值应变随 围压的增加呈线性增加。同时,随着围压的增大,岩石破裂模式由轴向劈裂破坏向剪切破坏变化;（3） 围压的存在会影响 岩样的尺寸效应。不同尺寸岩样的强度和峰值应变在相同围压区间内的增量基本相同,同时随着围压的增大,其强度和峰 值应变增加,进而使岩石强度和峰值应变的尺寸效应弱化;而不同尺寸岩样的压缩模量在相同围压区间内的增长率大致相 同,因而造成围压对压缩模量尺寸效应的影响较小     

基于节理网络有限元的柱状节理岩体等效变形模量结构效应研究

因其特殊的地质成因,柱状节理成为一种具有强烈非连续性及各向异性的特殊岩体结构。以白鹤滩水电工程设计、建设中所遇到的柱状节理玄武岩体为背景,针对柱状节理岩体的等效变形模量问题,在探讨了其结构效应表征参数的基础上,利用节理网络有限元为工具,研究各结构效应表征参数对柱状节理岩体等效变形模量的影响。研究结果表明：在柱轴线横向平面上,对于柱体不规则程度,当柱体完全不规则相对于完全规则情况,等效模量提高大约10%左右;在其他条件不变情况下,当柱体平均边长从0.1 m增加至0.5 m时,等效模量从5.36 GPa增加至23.4 GPa;对不同加载方向的研究结果表明,柱状节理在柱轴横向平面上可以视作各向同性;当节理刚度线性递增时,相应的岩体等效模量也基本符合线性递增的规律。在平行柱体轴线平面,节理组2间距越大,柱状节理岩体的等效变形模量越大;随着错距比的增加,柱状节理岩体的等效变形模量呈现先增加后减少的趋势,当错距比为50%时,节理岩体的等效变形模量取最大值;对于节理刚度的影响,与柱轴横向平面类似的,随柱体轴线平面上节理刚度的线性增加,相应的岩体模量也基本符合线性递增的规律。该研究成果与已有的现场研究成果及三维数值模型成果相比,吻合良好。说明了文中提供的研究结论具有较好的可信度及参考价值。     

A new numerical approach to the hyperstatic reaction method for segmental tunnel linings

This paper proposes a numerical approach to the hyperstatic reaction method (HRM) for the analysis of segmental tunnel linings. The influence of segmental joints has been considered directly using a fixity ratio that is determined on the basis of the rotational stiffness. The parameters necessary for the calculation are presented. A specific implementation has been developed using a FEM framework. This code is able to consider the three‐dimensional (3D) effect of segment joints in successive rings on the tunnel lining behaviour. The present HRM allows one to take an arbitrary distribution of segment joints along the tunnel boundary into consideration. In addition, the rotational stiffness of segment joints has been simulated using nonlinear behaviour, as it is closer to the true behaviour of a joint than linear or bilinear behaviour. The numerical results of three hypotheses on ring interaction, which allow the 3D effect of a segmental tunnel lining to be taken into account, have been compared with data obtained from the shield‐driven tunnel of the Bologna–Florence high‐speed railway line project. The numerical results presented in the paper show that the proposed HRM can be used to effectively estimate the behaviour of a segmental tunnel lining. Copyright © 2014 John Wiley & Sons, Ltd.     

Strain partitioning into dry and wet zones and the formation of Ca-rich myrmekite in syntectonic syenites: A case for melt-assisted dissolution-replacement creep under granulite facies conditions

The formation of Ca-rich myrmekites is described in syntectonic syenites crystallized and progressively deformed under granulite facies conditions. The syenites are found in high- and low-strain zones where microstructure and mineral composition are compared. Heterogeneously distributed water-rich, late-magmatic liquids were responsible for strain partitioning into dry and wet high-strain zones at outcrop scale, where contrasting deformation mechanisms are reported. In dry high-strain zones K-feldspar and clinopyroxene are recrystallized under high-T conditions. In wet high-strain zones, the de-stabilization of clinopyroxene and pervasive replacement of relatively undeformed K-feldspar porphyroclasts by myrmekite and subordinate micrographic intergrowths indicate dissolution-replacement creep as the main deformation mechanism. The reworking of these intergrowths is observed and is considered to contribute significantly to the development of the mylonitic foliation and banding. A model is proposed for strain partitioning relating a positive feedback between myrmekite-forming reaction, continuous inflow of late-magmatic liquids and dissolution-replacement creep in the wet zone at the expenses of original mineralogy preserved in the dry zones. Melt-assisted dissolution-replacement creep in syntectonic environments under granulite-facies conditions may extend the field of operation of dissolution-replacement creep, changing significantly the rheology of the lower continental crust.     

基于突变理论的小煤窑采空区失稳判据及应用

小煤窑采空区突发性垮塌灾害是榆神府矿区重大地质灾害问题之一。采用工程地质分析及数理推导的方法,分析了小煤窑采空区成灾条件及致灾机理,构建了顶板–残留煤柱岩石力学系统,推导了基于尖点突变模型的采空区系统失稳力学判据。以枣稍沟小煤窑为例进行分析,结果表明,该方法简便实用,计算结果可靠,为小煤窑采空区稳定性定量评价提供了一种新途径。     

磷灰石裂变径迹在确定造山带隆升速率中的应用

矿物裂变径迹技术是一种低温热史及年代学测定技术,广泛应用于含油气盆地热史分析、沉积物来源、造山带隆升剥蚀、地质年代学测定等方面的研究。近年来,磷灰石裂变径迹在研究造山带构造隆升速率方面取得了大量成果。笔者在结合前人研究成果基础上,分别介绍了利用裂变径迹反演热史、裂变年龄和矿物对-封闭温度法确定构造隆升速率的原理、方法和应用,并分析其优缺点,指出应用磷灰石裂变径迹研究构造隆升速率时应该注意的问题。