TBM滚刀贯入过程中泥岩破坏特征试验研究

为研究无侧限和有侧限条件下软岩贯入破坏特征,结合声发射检测技术和电镜扫描试验进行泥岩立方体试样常截面滚刀贯入试验,分析试验过程中荷载-贯入度曲线和声发射参数特征,并对岩石渣块断口进行细观电镜扫描,研究了破坏时细观和宏观裂纹形成过程。试验结果表明,（1）无侧限和有侧限贯入试验中荷载-贯入度曲线在跃进荷载处均出现明显峰值,跃进荷载峰值以后无侧限试样完全破坏,有侧限试样尚未完全破坏;（2）当宏观裂纹产生时无侧限试样声发射参数出现明显峰值,主要源于该宏观裂纹在试样内部的扩展。有侧限试样破坏过程中出现多次声发射参数峰值,对应多条宏观裂纹形成和扩展;（3）常截面滚刀贯入过程中试样内部出现微滑动,剪切破坏现象比较明显,可以认为滚刀贯入过程中泥岩破坏模式以剪切破坏为主。     

柴达木盆地北缘侏罗系大煤沟组7段油页岩低放射性控制因素

以探讨柴达木盆地北缘侏罗系大煤沟组7段(J2d7)油页岩低放射性的控制因素为目的,选取鱼卡地区典型井目的层段的油页岩和暗色页岩为研究对象,结合测井资料及含油率、有机地球化学、X射线衍射、元素地球化学等岩心测试分析资料,对二者的组构、水体介质条件、放射性物质供给特征及其与岩石放射性的关系进行详细对比分析。结果表明：与暗色页岩段相比,油页岩整体具有低的自然GR值,具有高的含油率、有机质丰度及沉积期还原性较强水体介质条件,具有较低的黏土矿物含量及沉积期母岩区较弱的风化程度。初步分析得出,有机质富集及贫氧水体介质条件对于区内油页岩的低放射性无明显影响,而古气候条件由温湿到逐步干热,导致陆源黏土矿物及放射性物质输入有限是油页岩低放射性形成的关键。     

河北阳原盆地井儿洼剖面常量元素地球化学特征揭示的中更新世晚期以来气候变化*

阳原盆地发育一套第四纪河湖相地层,其中分布着丰富的古人类遗存,是研究古人类生存环境的理想地区之一。利用常量元素氧化物含量及其比值,研究了阳原盆地井儿洼剖面河湖相沉积物地球化学元素特征,以及阳原盆地近220,ka以来的气候变化过程。结果表明:(1)井儿洼剖面沉积物成分以SiO₂ 、Al₂O₃和CaO为主,含量范围分别为27.85%~53.23%、3.38%~12.97% 和 5.43%~28.36%;Fe₂O₃和MgO含量也较高(变化范围分别为2.65%~7.67%和 1.93%~14.42%),整体反映出半湿润—半干旱的沉积环境。(2)该区域中更新世晚期以来的气候表现为暖湿—偏冷偏湿—暖偏湿—凉偏湿—暖干的变化特征;各阶段水热组合特征以及内部明显的次级气候波动,显示了环境演化的复杂性。(3)与深海氧同位素阶段的对比表明,本区气候变化与全球变化具有一致性的同时也存在明显的区域特征。     

论古地理图

古地理图是地质历史时期和人类历史时期自然地理特征的图示,是古地理学研究的最重要的成果。笔者作为《古地理学报》中文版及英文版的主编,针对近年来这两个期刊的来稿及刊登的文章中的一些问题,也涉及其他文章和著作中的一些相关的问题,结合笔者自己长期从事古地理学研究及编制古地理图的实践,写出了本文。其主要内容包括编制古地理图的资料,编制古地理图的方法问题,“单因素分析多因素综合作图法——定量岩相古地理学方法论”即“四步成图法”,古地理图中各古地理单位的命名,古地理图中各古地理单位的说明,古地理图及古地理学文章和著作的理论意义和生产意义的说明,古地理图及古地理学文章和著作的评价标准,自我评价,对作者、读者和社会负责等。敬请广大读者批评指正。     

新疆伊犁盆地蒙其古尔地区下侏罗统三工河组沉积相及其与铀矿化的关系*

新疆伊犁盆地蒙其古尔矿床是近年来发现的大型砂岩型铀矿床。以下侏罗统三工河组为主要研究层位,通过岩性特征、沉积构造和沉积序列分析及露头描述和剖面对比,从沉积学的角度解释蒙其古尔矿区铀矿化的发育条件和成矿机制。研究认为,蒙其古尔地区三工河组以扇三角洲前缘沉积为主,水下分流河道、分流间湾、水下决口扇等为主要沉积微相类型,河口砂坝不发育。该沉积微相对研究区铀矿化的影响主要体现在4个方面:(1)砂体的连通性为成矿流体提供运移空间;(2)水下分流河道微相是控制氧化带发育及矿体富集程度的主要影响因素;(3)沉积微相变化导致的砂体变异部位是矿体厚度、宽度与富集程度增大的主要原因;(4)由决口扇形成的泥岩天窗是越流形成的关键因素之一。     

Effect of transect location,transect spacing and interpolation methods on river bathymetry accuracy

Digital elevation models (DEMs) of river channel bathymetries are developed by interpolating elevations between data collected at discrete points or along transects. The accuracy of interpolated bathymetries depends on measurement error, the density and distribution of point data, and the interpolation method. Whereas point measurement errors can be minimized by selecting the most efficient equipment, the effect of data density and interpolation method on river bathymetry is relatively unknown. Thus, this study focuses on transect‐based collection methods and investigates the effects of transect location, the spacing between transects, and interpolation methods on the accuracy of interpolated bathymetry. This is accomplished by comparing four control bathymetries generated from accurate and high resolution, sub‐meter scale data to bathymetries interpolated from transect data extracted from the control bathymetries using two transect locating methods and four interpolation methods. The transect locating methods are a morphologically‐spaced and an equally‐spaced model. The four interpolation methods are Ordinary Kriging, Delaunay Triangulation, and Simple Linear, which are applied in curvilinear coordinates (Delaunay Triangulation is also applied in Cartesian coordinates), and Natural Neighbor only in Cartesian Coordinates. The bathymetric data were obtained from morphologically simple and complex reaches of a large (average bankfull width = 90 m) and a small (average bankfull width = 17 m) river. The accuracy of the developed DEMs is assessed using statistical analysis of the differences between the control and interpolated bathymetries and hydraulic parameters assessed from bankfull water surface elevations. Results indicate that DEM accuracy is not influenced by the choice of transect location method (with same averaged cross‐section spacing) or a specific interpolation method, but rather by the coordinate system for which the interpolation method is applied and the spacing between transects. They also show negligible differences between the mean depths and surface areas calculated from bathymetries with dense or coarse spacing. Copyright © 2016 John Wiley & Sons, Ltd.     

NEW EVIDENCES OF THE HOLOCENE FAULT IN SUQIAN SEGMENT OF THE TANLU FAULT ZONE DISCOVERED BY SHALLOW SEISMIC EXPLORATION METHOD

The fault F₅ is considered as the most active fault in the Tanlu fault zone(Yi-Shu fault zone), which is located from Weifang of Shandong Province to Jiashan of Anhui Province, with a length of 360km. It has always been a focus of concern to many geoscientists because of its complexity and importance. But, for a long period of time, there exists biggish indetermination in the accurate position and active ages of the fault F₅ in Suqian section of Tanlu fault zone. Seismic reflection exploration is the main technique in present urban active faults detecting. In order to investigate the spatial distribution, characteristics and activities of the fault F₅ in covered terrains, we carried out a systematic survey to the fault with shallow seismic prospecting method and obtained the accurate position and development characteristics of the fault. The results show that the fault F₅ continues to develop toward south rather than ending at the Huancheng South Road of Suqian City. F₅ is mainly composed of two main faults, which dip in opposite directions and almost vertically. Near the Sankeshu town, F₅ is composed of three faults with right-stepping, forming a small pull-apart basin with length of 6km, width of 2.5km, controlling the deposition of Neogene and Quaternary strata. By combining the results of composite drilling section and trenching, we make a conclusion that the western branch of fault F₅ is a Holocene active fault, and the eastern branch is a Pleistocene active fault. Our general view is that fault F₅ is a Holocene active fault.     

考虑流变效应的高地应力软岩隧道断面形态优化研究

高地应力软岩隧道围岩流变效应明显,形变压力导致的仰拱和边墙连接处的应力集中是导致隧道底鼓破坏的重要原因,合理的隧道断面形态有利于减小应力集中,保证隧道长期安全运营。在考虑软岩流变效应的情况下,以有限元软件ABAQUS为平台,通过Python编程实现隧道断面参数化设计和有限元计算,基于结合罚函数的Nelder-Mead函数建立隧道断面优化算法,并以隧道开挖面积,隧道最大仰拱隆起,围岩蠕变损伤区面积,衬砌最大轴力和衬砌最大弯矩为优化目标,对宜-巴（宜昌至巴东）高速峡口隧道断面形态进行优化,为高地应力软岩隧道断面设计提供科学指导。     

基于陆生植被对河流沉积作用的影响论上三叠统须家河组的冲积构架：以重庆永川普安剖面为例*

尽管还存在一些不同的认识和争论,陆生植被对河流沉积作用的影响,得到了越来越多的地质事实的支持,主要表现在以煤或泥炭的形式保存下来的碳质物质对河堤的保护,从而促进了曲流河与网状河的发育。四川盆地上三叠统须家河组为一套含有煤系地层的冲积序列为主的地层,属于具有前陆盆地性质的磨拉石序列,成为研究植被发育条件下河流序列的典型代表。重庆永川普安剖面的须家河组是以河流相沉积为主的须家河组的典型代表,包括6个正式的岩性段,在其中一段、三段和五段为含煤细粒碎屑岩组成的低能河流相地层,二段、四段和六段由砂质底荷载高能河流相沉积构成,岩石地层划分及其所反映出的旋回性成为层序地层的识别和划分的基础,从而将须家河组划分成3个河流相沉积层序。两个主要的特征赋予了普安剖面须家河组河流相层序序列重要意义：（1）总体向上变粗的而且与现行的河流相层序模式形成巨大差异的河流相沉积序列组成的冲积构架;（2）明显受到植被发育影响的高能底荷载河道相砂岩。基于植被发育对河流沉积作用的影响,对普安剖面须家河组的河流相沉积序列的观察与研究,对长期以来须家河组沉积相分析存在的较大争议将提供重要的线索和思考途径。     

基于钻探的芦花台隐伏断层晚第四纪活动特征

The Luhuatai fault is one of the important buried tectonics in the Yinchuan basin. Based on the results of shallow seismic exploration, we conducted composite drilling section exploration and dating of the samples from boreholes. Some useful data was obtained, such as the depth of the upper breaking point, the latest activity age, displacement in the late Quaternary, and slip rates, etc. This study shows that the activity is different between the north and south segment along the Luhuatai fault. The north segment is a Holocene fault, while the south segment is a late mid-Pleistocene fault. From north to south along the north segment of Luhuatai fault, the activity has been enhanced, and the faulting is stronger in late Pleistocene than Holocene.