冀中坳陷北部河西务断层结构及新近纪以来的活动特征分析

河西务断层是渤海湾盆地冀中坳陷北部地区一条重要的控盆断裂,新近纪-第四纪时期渤海湾盆地整体进入热沉降 阶段后,该断层仍然存在构造活动,2018年在河北永清县发生的地震就是由该断层的活动所引发。文章利用地震数据对河 西务断层的结构特征和新近纪以来的活动特征进行分析,结果表明,河西务断层新近纪以来具有右旋走滑的张扭特征,主 断层在剖面上具有负花状结构,平面上具有分段性,北段和南段兼具右旋走滑和拉张的特征,中段则主要表现为右旋走滑 特征。运动学模型表明,这种分段差异性主要由各段主断层走向和块体走滑运动方向的夹角所决定。     

冀北张麻井铀钼矿床黄铁矿化蚀变岩地球化学迁移特征及与成矿关系亲缘性的讨论

张麻井铀钼矿床是中国北方最大的与火山岩有关的热液铀矿床,围岩蚀变广泛发育,其中黄铁矿化在该矿床分布虽 较为局限,但是与铀钼成矿关系密切。为了研究黄铁矿化蚀变与铀、钼成矿的亲缘关系,文章对张麻井的黄铁矿化蚀变岩 进行主、微量元素分析,并选择Yb作为不活动组分,使用质量平衡迁移计算方法, 利用Grant公式对其组分迁移进行定量 计算。岩石地球化学特征显示,黄铁矿化蚀变岩的TFeO含量极高,介于11.24%~24.57%之间(平均18.45%),其中Fe2O3含量 10.78%~25.25% （平均18.64%）、FeO含量1.43%~1.90% （平均1.69%）,Fe2O3/FeO比值平均为10.99,有可能受到后期氧 化。黄铁矿化蚀变岩在Isocon图解上等浓度线斜率小于1,表明整体发生了组分的带入,带入的主要组分为大量的TFeO （131倍）,成矿元素Mo（884倍）、Pb（11倍）、U（4.9倍）、V（2.8倍）、Ta（0.44倍）、Cu（0.64倍）,碱金属Na2O（0.45 倍）,以及Cd（424倍）、Bi（13倍） 等;带出的主要组分有碱金属Li（-0.73）、K2O（-0.17）,成矿元素Zn（-0.38）、Cr （-0.37）,以及Eu（-0.58）、Sc（-0.25） 等。其中SiO2略微减少（-0.03）,带入的Mo含量远大于U的含量,据此认为黄铁 矿化与钼成矿关系更为密切。     

滦赤路延庆段典型危岩发育特征及防治措施

滦赤路位于北京市延庆区北部山区,由于公路依山势沿沟谷山坡修建,山高坡陡,两侧边坡存在较多的危岩体,威胁到过往车辆及行人的安全。在对滦赤路(延庆段)危岩体进行详细野外调查的基础上,结合危岩体发育区的地形地貌、地层岩性、地质构造等地质环境条件,选取了两处典型危岩体,分析了典型危岩体的发育特征,研究了危岩体的形成影响因素和失稳机理,评价了危岩体的稳定性,并针对典型危岩体提出了相应的防治措施建议。     

‘Box‐Profile’ Ion Implants as Geochemical Reference Materials for Electron Probe Microanalysis and Secondary Ion Mass Spectrometry

Although electron probe microanalysis and secondary ion mass spectrometry are widely used analytical techniques for geochemical and mineralogical applications, metrologically rigorous quantification remains a major challenge for these methods. Secondary ion mass spectrometry (SIMS) in particular is a matrix‐sensitive method, and the use of matrix‐matched reference materials (RMs) is essential to avoid significant analytical bias. A major problem is that the number of available RMs for SIMS is extremely small compared with the needs of analysts. One approach for the production of matrix‐specific RMs is the use of high‐energy ion implantation that introduces a known amount of a selected isotope into a material. We chose the more elaborate way of implanting a so‐called ‘box‐profile’ to generate a quasi‐homogeneous concentration of the implanted isotope in three dimensions, which allows RMs not only to be used for ion beam analysis but also makes them suitable for EPMA. For proof of concept, we used the thoroughly studied mineralogically and chemically ‘simple’ SiO₂ system. We implanted either ⁴⁷Ti or ⁴⁸Ti into synthetic, ultra‐high‐purity silica glass. Several ‘box‐profiles’ with mass fractions between 10 and 1000 μg g^?1 Ti and maximum depths of homogeneous Ti distribution between 200 nm and 3 μm were produced at the Institute of Ion Beam Physics and Materials Research of Helmholtz‐Zentrum Dresden‐Rossendorf. Multiple implantation steps using varying ion energies and ion doses were simulated with Stopping and Range of Ions in Matter (SRIM) software, optimising for the target concentrations, implantation depths and technical limits of the implanter. We characterised several implant test samples having different concentrations and maximum implantation depths by means of SIMS and other analytical techniques. The results show that the implant samples are suitable for use as reference materials for SIMS measurements. The multi‐energy ion implantation technique also appears to be a promising procedure for the production of EPMA‐suitable reference materials.     

松动岩体工程特性研究——以雅砻江楞古水电站松动岩体为例

为了对松动岩体的工程特性进行系统研究,以楞古水电站厂址区边坡为例,对该边坡岩体进行了详细的地质编录和物理勘探试验,重点对节理裂隙的空间发育规律、镶嵌结构和碎裂结构岩体的发育深度及空间分布、软弱结构面发育分布规律以及边坡已有变形破坏特征这四个方面进行了系统的统计和分析,认为松动岩体是区域断裂活动和浅表生改造的结果,岩体工程效应差、变形模量低;同时结合应力测试、声波测速、高密度电磁勘探等试验成果进行分析,结果显示松动岩体具低波速（波速大部分小于3 000 m/s）、低应力（最大主应力不超过20 MPa）、强透水性（透水性系数大于10 L/（min·m·m））。认为岩体破碎主要受断层及节理裂隙影响,分析了岩体破裂松动的演化过程及特征。     

物探方法在水库坝基渗漏勘探中的应用

近年来物探方法在坝基勘探、活断层探测、溶洞探测和基础检测等工程中得到广泛应用,并取得了令人瞩目的成绩。本文介绍了在某水库坝基渗漏勘探开展物探工作的情况,取得了满意的结果,表明应用多种物探方法对解决工程问题具有较好的效果。     

Responses of chemically active and naturally fractured shale under time‐dependent mechanical loading and ionic solution exposure

In this paper, the analytical dual‐porosity dual‐permeability poromechanics solution for saturated cylinders is extended to account for electrokinetic effects and material transverse isotropy, which simulate the responses of chemically active naturally fractured shale under time‐dependent mechanical loading and ionic solution exposure. The solution addresses the stresses, fracture pore pressure, matrix pore pressure, fluid fluxes, ion concentration evolution, and displacements due to the applied stress, pore pressure, and solute concentration difference between the sample and the circulation fluid. The presented solution will not only help validate numerical simulations but also assist in calibrating and interpreting laboratory results on dual‐porosity dual‐permeability shale. It is recommended that the analytical solutions of radial and axial displacements be used to match the corresponding laboratory‐recorded data to determine shale dual permeability and chemo‐electrical parameters including membrane coefficient, ions diffusion coefficients, and electro‐osmotic permeability.     

Comprehensive study of the drying behavior of Boom clay: Experimental investigation and numerical modeling

This paper presents a thermo‐hydro‐mechanical framework to model the drying behavior of Boom clay. First, the experimental campaign conducted Noémie Prime is briefly presented because it is used to validate the model. The data acquisition and processing is emphasized because of the use of X‐ray microtomography to be able to more accurately compare experimental and numerical strain fields. The different submodels are introduced. Numerical simulations are performed to illustrate the capability of the proposed model to reproduce the observed behavior. Finally, a comprehensive sensitivity study on several key model parameters associated with the water retention curve, and the permeability of the medium, is performed to get a better understanding of the physics behind the coupled model.     

Interannual variability in glacier contribution to runoff from a high‐elevation Andean catchment: understanding the role of debris cover in glacier hydrology

We present a field‐data rich modelling analysis to reconstruct the climatic forcing, glacier response, and runoff generation from a high‐elevation catchment in central Chile over the period 2000–2015 to provide insights into the differing contributions of debris‐covered and debris‐free glaciers under current and future changing climatic conditions. Model simulations with the physically based glacio‐hydrological model TOPKAPI‐ETH reveal a period of neutral or slightly positive mass balance between 2000 and 2010, followed by a transition to increasingly large annual mass losses, associated with a recent mega drought. Mass losses commence earlier, and are more severe, for a heavily debris‐covered glacier, most likely due to its strong dependence on snow avalanche accumulation, which has declined in recent years. Catchment runoff shows a marked decreasing trend over the study period, but with high interannual variability directly linked to winter snow accumulation, and high contribution from ice melt in dry periods and drought conditions. The study demonstrates the importance of incorporating local‐scale processes such as snow avalanche accumulation and spatially variable debris thickness, in understanding the responses of different glacier types to climate change. We highlight the increased dependency of runoff from high Andean catchments on the diminishing resource of glacier ice during dry years.