青海东北部木里煤田控煤构造样式与找煤预测

在系统分析木里煤田构造格局和构造控煤特征的基础上,将本区控煤构造样式划分为压缩、剪切、滑动3大类和8种类型。揭示了控煤构造样式与煤系赋存之间的关系,木里煤田控煤构造样式以压缩为主,分布广泛,部分矿区构造样式表现为剪切和层滑,各矿区煤系赋存状态受煤田构造格局的控制,具有南北分带、东西分段的特征。煤田边缘构造复杂,控煤构造样式以逆冲前锋型、逆冲断夹块型、逆冲-褶皱型和对冲型为主,含煤向斜形态多不完整;煤田中部地质构造相对简单,控煤构造样式以褶皱-断裂型为特征,含煤岩系赋存稳定,是有利的勘查开发区段。     

Control of tectonic setting and large-scale faults on the basin-scale distribution of deformation bands in porous sandstone (Provence,France)

From outcrops located in Provence (South-East France), we describe the distribution, the microstructures, and the petrophysical properties of deformation band networks related to both contractional and extensional tectonic events. In contraction, pervasively distributed networks of reverse-sense compactional shear bands are observed in all folded sand units of the foreland, whereas localized networks of clustered reverse-sense shear bands are only observed close to a large-scale thrust. In extensional setting, networks of clustered normal-sense shear bands are generally observed adjacent to map-scale faults (100 m–10 km scale), although some randomly distributed bands are also observed between these faults. Normal-sense cataclastic faults, i.e. zone of deformation bands containing a localized slip-surface, are also observed to be restricted to sand units, suggesting that faults initiated in the sands during extension, but not during contraction. Shear bands and faults show cataclastic microstructures with high-permeability reduction whereas compactional shear bands show crush microbreccia or protocataclastic microstructures with moderate permeability reduction. This basin-scale analysis underlines the major role of tectonic settings (thrust-fault versus normal-fault andersonian-stress regime) and the influence of inherited large-scale faults on the formation/localization of low-permeability shear bands. We also provide a geometrical analysis of the band network properties (spacing, thickness, shear/compaction ratio, degree of cataclasis, petrophysical properties) with respect to the median grain size, porosity and grain sorting of host sand. This analysis suggests that grain size, although less important than stress-state conditions and the presence of large-scale faults, has a non-negligible effect on band network geometry. No correlations are observed between the grain sorting, porosity and band network geometry.     

传感光纤-砂土界面力学性质的试验研究

近年来分布式光纤感测技术在岩土与地质工程领域的应用研究已成为一个研究热点,但工程实践表明,埋入式传感光纤与被测岩土体之间的变形协调性会对监测结果产生显著的影响,该问题一直制约着光纤感测技术在工程监测中的推广。本文通过一系列室内拉拔试验,对比了3种预埋于砂土中的单模光纤在不同上覆压力的作用下的拉拔力-拉拔位移曲线,并建立了一个用于描述光纤-砂土界面力学性质的三段式的拉拔模型,分析峰值拉拔力、残余拉拔力、有效拉拔位移和残余拉拔位移4个参数在不同上覆压力作用下的变化情况。分析结果揭示传感光纤-砂土界面的力学特性和应力传递规律,为分布式光纤传感技术在岩土体变形监测中的应用,尤其在变形监测光纤的选用标准方面,提供了参考依据。     

粗粒土大三轴试验研究综述

自然界中广泛分布粗粒土,其具有压实密度大、良好透水性、抗剪强度高、沉降变形小、不易产生地震液化等优良的工程特性,已被广泛运用于土石坝工程建设中。本文在阅读大量参考文献的基础上概括和总结了粗粒土大三轴试验研究进展情况,包括抗剪强度、变形特性、应力-应变关系特性、试验中的若干问题,并结合已有认识,提出了笔者一些自己的思考,指出了今后关于粗粒土的研究方向。     

胶东新城金矿床控矿构造变形环境：显微构造和EBSD组构约束

新城金矿床是典型的"焦家式"破碎带蚀变岩型金矿,矿体形态和规模都严格受到断裂破碎带控制,是探讨复杂构造-流体耦合成矿系统控矿构造变形环境研究的理想选区。断裂破碎带中构造岩既是构造变形行为的载体,也是相应变形环境的受体。论文在新城金矿详细露头构造解析的基础上,系统采集该矿床控矿断裂破碎带定向构造岩样品,进行显微构造和EBSD组构分析。研究区构造岩显微构造特征主要表现为韧性变形和脆性变形。韧性变形有波状消光、带状消光、亚晶粒、动态重结晶、核幔构造、丝带构造、碎(残)斑系、扭折带、变形纹、机械双晶、蠕英结构、云母鱼等;脆性变形有书斜构造和显微裂隙等。长石(残)斑系、扭折带、变形纹、蠕英结构和石英颗粒边界迁移动态重结晶、丝带构造等矿物变形特征表明断裂带成矿前以高温韧性变形为主;石英波状消光、亚晶粒、亚颗粒旋转和膨凸动态重结晶、方解石机械双晶、长石显微裂隙充填物等矿物变形反映成矿期兼有中低温韧性变形和脆性变形;压剪性穿晶裂隙则反映出成矿后主要是低温脆性变形。根据差应力、应变测量和EBSD组构分析,将新城金矿床控矿构造变形环境可以分为3个构造期:成矿前在NW-SE向挤压作用下发生韧-脆性左行剪切变形,600~700℃,差应力61.37~111.09MPa,应变测量轴比a/c为2.295~3.978,动态重结晶石英颗粒边界分维值为1.466~1.599,反映矿区为高温中高压高应变带变形环境,应变速率较大;成矿期为NW-SE向逐渐NEE-SWW向转变的挤压作用,发生压剪性脆性变形,200~500℃,差应力65.91~135.68MPa,应变测量轴比a/c为1.403~2.204,动态重结晶石英颗粒边界分维值为1.321~1.378,反映矿区成矿期为中低温中高压低应变带变形环境,反应速率较小;成矿后在NWW-SEE向挤压作用下发生压剪变形,150~300℃,反映低温低压脆性变形环境。     

基于乡村多功能理论的少数民族传统聚落景观风貌演化特征及影响机制研究——以湖南怀化皇都村为例

在快速推进城镇化的背景下,以湖南省怀化市皇都村为例,基于乡村多功能理论,探究乡村聚落景观风貌演化过程和驱动机制。采用参与式农村评估方法,以Google Earth高清影像数据为基础,通过影像纠正拼接,结合实地调研数据,探究景观风貌的演变特征。研究显示：① 乡村多功能变化与聚落景观风貌变化是相互联系的,具有紧密的相关性;② 皇都村景观风貌演化阶段可分为缓慢且稳定的乡村传统功能型、无组织有方向的乡村生产功能型、矛盾到趋于协同的乡村现代功能型;③ 聚落的生活居住功能、生产保障功能、生态保育功能、商业服务功能、文化传承功能等多功能发展特征明显,多功能协调发展对景观风貌保护和演化具有积极意义;④ 皇都村景观风貌演变是一个动态的持续的过程,是内生驱动力、外源驱动力以及自然驱动力共同作用的外在表现,皇都村从单一的农业生产功能逐步向多功能路径转变,实现了景观风貌的多样性。     

Tracing exhumation record in high-pressure micaschists: A new tectonometamorphic model of the evolution of the eastern part of the Fore Sudetic Block,Kamieniec Metamorphic Belt,NE Bohemian Massif,SW Poland

The Kamieniec Metamorphic Belt comprises a volcano-sedimentary succession exposed within a collision zone between the Saxothuringian and Brunovistulian crustal domains of the European Variscides. The studied rocks recorded two metamorphic episodes. The first episode, M₁, occurred at conditions of c. 485 ± 25 °C and 18 ± 1.8 kbar related to burial within a subduction zone. The subsequent episode, M₂, was linked to the final phases of exhumation to mid-crustal level, associated with pressure and temperature (P–T) conditions ranging from c. 520 ± 26 °C and 6 ± 0.6 kbar through 555 ± 28 °C and 7 kbar ± 0.7 to ~590 ± 30 °C and 3–4 ± 0.4 kbar. The documented deformation record is ascribed to three events, D₁ to D₃, interpreted as related to the burial and subsequent exhumation of the Kamieniec Metamorphic Belt. The D₁ event must have witnessed the subduction of the Kamieniec Metamorphic Belt rock succession whereas the D₂ event was associated with the exhumation and folding of the Kamieniec Metamorphic Belt in an E-W-directed shortening regime. A subsequent folding related to the D₂ event was initiated at HP conditions, however, the planar fabric produced during a late stage of the D₂ event, defined by a low-pressure mineral assemblage M₂, indicates that the D₂ final stage was synchronous with the onset of the M₂ episode. Consequently, the entire D₂ event seems to have been associated with the exhumation of the Kamieniec Metamorphic Belt to mid crustal level. The third deformation event D₃, synchronous with the M₂ episode, marked the last stage of the exhumation, and was linked to emplacement of granitoid veins and lenses. The latter resulted in heating and rheological weakening of the entire rock succession and in the formation of non-coaxial shear zones.     

岩脉多次侵入条件下斜坡变形破坏模式及稳定性分析

岩质斜坡受到花岗岩脉的多次侵入,坡体结构和岩体结构均有较大的改变,因此斜坡的变形破坏模式和稳定性均有可能发生变化。本文以雅砻江中游楞古水电站坝址区嘎夏帕斜坡为例,对多次花岗岩脉侵入条件下斜坡的变形破坏模式和稳定性进行分析。嘎夏帕斜坡原本为陡倾中薄层砂岩组成的逆向坡,岩体完整性较好,稳定性较高; 由于受到花岗岩脉的多次侵入,坡体变成砂岩和岩脉互层的结构,在岩脉挤压作用下,大部分岩体呈碎裂状,完整性差,坡体的变形模式由弯曲-倾倒式变为挡墙溃决式。中部完整性较好的砂岩成为挡墙,和前部岩脉一起阻止后部大方量碎裂状岩体下滑,但是随着前部脉体的失稳破坏,斜坡有可能发生挡墙溃决式整体滑坡。并通过数值模拟软件3DEC进行了验证,计算结果与定性分析一致。本文的结论可以为此类斜坡的稳定性分析和防治提供理论支持,具有一定的参考价值和实际意义。     

基于变形分区确定某反倾岩质岸坡变形体锁固段

对处于蠕滑阶段的边坡而言,准确确定蠕滑段和锁固段是进行稳定性评价及演化趋势预测的基础和前提。以我国西南山区某水库型岸坡变形体为例,在综合分析岸坡工程地质条件的基础上,通过联合运用野外现场地质调查、地表位移监测、钻孔、平硐、深部位移监测、物探等多种勘察手段,查明了岸坡的结构特征,并分别对岸坡进行地表和深部变形分区。 在此基础上,结合当前稳定性现状,划分出岸坡蠕滑段与锁固段。结果表明:(1)岸坡在河谷下切过程中发生了弯曲倾倒变形,弯曲折断面深度为20～80m;(2)岸坡前部为蠕滑段,中部为锁固段,后部为拉裂段,具备滑移-拉裂-剪断三段式发育特征。研究结果可直接用于该岸坡变形体的稳定性评价,且对于同类型处于蠕滑阶段边坡的勘察手段及综合分析具有一定的借鉴意义。