老采空区覆岩失稳活化机理的实验研究

以霍州矿务局辛置煤矿2204工作面为背景,通过相似模拟实验,分析老采空区覆岩破坏的结构类型、覆岩失稳活化的机理以及老采空区砌体梁结构的失稳形式及其稳定条件。研究结果表明,采动破坏后老采空区及其上覆地层的岩体结构可以划分为四种类型,这种次生岩体结构对老采空区的活化有重要影响,其存在形式将决定老采空区活化的基本特点。通过对老采空区砌体梁结构进行的力学分析,得出滑落失稳主要取决于关键块和邻近岩体的物理力学特性和W/T的比值以及地表建筑物等对其施加附加荷载的大小,回转失稳与关键块和邻近岩体的物理力学特性和悬露岩块的厚长比h/l值有关。     

Sequestration of CO2 in geological media: Criteria and approach for site selection in response to climate change

The well-developed coal electricity generation and coal chemical industries have led to huge carbon dioxide (CO₂) emissions in the northeastern Ordos Basin. The geological storage of CO₂ in saline aquifers is an effective backup way to achieve carbon neutrality. In this case, the potential of saline aquifers for CO₂ storage serves as a critical basis for subsequent geological storage project. This study calculated the technical control capacities of CO₂ of the saline aquifers in the fifth member of the Shiqianfeng Formation (the Qian-5 member) based on the statistical analysis of the logging and the drilling and core data from more than 200 wells in the northeastern Ordos Basin, as well as the sedimentary facies, formation lithology, and saline aquifer development patterns of the Qian-5 member. The results show that (1) the reservoirs of saline aquifers in the Qian-5 member, which comprise distributary channel sand bodies of deltaic plains, feature low porosities and permeabilities; (2) The study area hosts three NNE-directed saline aquifer zones, where saline aquifers generally have a single-layer thickness of 3‒8 m and a cumulative thickness of 8‒24 m; (3) The saline aquifers of the Qian-5 member have a total technical control capacity of CO₂ of 119.25 × 10⁶ t. With the largest scale and the highest technical control capacity (accounting for 61% of the total technical control capacity), the Jinjie-Yulin saline aquifer zone is an important prospect area for the geological storage of CO₂ in the saline aquifers of the Qian-5 member in the study area.     

Practising geographical knowledge: fields, bodies and dissemination

In this article we make a case for a renewed emphasis upon some of the generic, albeit often tacit, spaces of practice that we share across our sub–disciplinary boundaries. In this we seek to emphasize the ways in which everyday actions make up the grander facades of institutional agendas, empirical projects and disciplinary schools of thought. To achieve this we trace the performance of disciplinary contours and identities across three important sites: the field, the body and the act of dissemination. There are, we will argue, significant commonalities that bind us as disciplinary practitioners in terms of how we perform within and across these sites, and indeed, how we join them up through our practices.     

云南富宁地区泥盆系—石炭系界线碳、氧同位素特征及对海平面变化的响应

右江盆地沉积连续的泥盆纪—石炭纪岩石地层,是中国泥盆纪与石炭纪之交Hangenberg生物大灭绝事件的重点研究区域。选取右江盆地西缘云南富宁地区晚泥盆世—早石炭世地层,在岩石地层学研究的基础上对碳酸盐岩进行系统的碳、氧同位素组成研究。富宁地区晚泥盆世—早石炭世地层存在不同幅度的δ13C、δ18O负向偏移,尤其在泥盆系—石炭系界线附近负偏移明显,δ13C、δ18O值偏移层位与层序地层学转换及古生物灭绝事件发生层位一致,反映了晚泥盆世法门期海平面下降和早石炭世的海侵事件。研究区泥盆系—石炭系界线附近δ13C值负偏趋势与右江盆地内δ13C值演化偏移相似,华南其他典型剖面δ13C值亦呈现不同幅度的负向偏移,泥盆纪与石炭纪之交的碳同位素演化序列与欧洲、北美地区δ13C值负向偏移反映的海平面下降事件一致,具全球性对比意义。     

东昆仑德尔尼铜矿喷流岩——铁硅质岩的发现及其成矿意义

德尔尼地区的“炭质(砂)板岩”是一个使用了30多年的岩石名称,前人把这类岩石当作与成矿并无任何关系的一种沉积岩。本次工作发现并证实这类岩石进一步可分为2种：一种为陆源碎屑岩,即正常沉积岩——炭质(砂)板岩,与成矿无直接关系;另一种为海底喷流作用形成的一种喷流岩——铁硅质岩。由此推断德尔尼大型铜(钴)矿床,是一个以海底喷流-沉积成矿为主体的后期有叠加成矿的多期成矿作用形成的矿床。这在德尔尼地区寻找该类矿床有重要的理论意义和指导意义。     

井下圆球运动分析与新型试压体设计

在油、气、水井井下作业中,圆球广泛地应用于管柱试压、坐封和分段(层)压裂等施工作业。为准确计算现场施工时圆球到达设计点时间（即候球时间）,通过对圆球运动过程和受力分析得出新的候球时间计算公式,并指出圆球绕流阻力系数、圆球直径、圆球密度和压井液性能等是影响候球时间的关键因素,为优化施工设计提供了依据;同时提出了一种能减少候球和反洗球时间的新型管柱试压体设计构思,为进一步优化施工作业奠定了基础。     

Evaluation of bending moments and shear forces at unit connections of very large floating structures using hydroelastic and rigid body analyses

This paper investigates the characteristics of bending moments, shear forces and stresses at unit connections of very large floating structures (VLFS) under wave loads. The responses of VLFS are calculated by solving multi-body motion equation considering hydroelasticity and connection stiffness. Hydroelastic responses are calculated by the direct method. Higher-order boundary element method (HOBEM) is used for fluid analysis and finite element method (FEM) is introduced for structural analysis. The equation of motion is modified to describe the unit connections by employing spring elements. Bending moments and shear forces at the connections are obtained from the dynamic equilibrium condition for pressures and inertia forces. Two types of VLFS units such as tandem arranged units and side-by-side arranged units are considered in the numerical examples. The influences of connection stiffness, wave frequency and heading angle on responses of VLFS are investigated through the numerical examples. Rigid body analysis along with hydroelastic analysis is also carried out in the numerical analysis and comparison of those two approaches is discussed.     

McCreary和Fickian湍扩散形式差异的分析

用矩阵方法,求解McCreary和Fickian铅垂向湍扩散形式下,无界海洋条件时在风应力和深层浮力作用下的线性解。得出不同的湍扩散系数A情况下McCreary与Fickian湍扩散形式的流场结构。指出随湍扩散系数的增加,McCreary和Fickian湍扩散形式下u分量结构及其量值差异增大。在Fickian湍扩散形式下,能量穿越密度跃层的传递能力较强。当A=0.1cm~2s~(-3)时,在风应力和深层浮力作用下两种湍扩散形式造成流场的差异很小。提出在小湍扩散系数下,用McCreary湍扩散形式研究热带海洋环流,其结果和Fickian形式应相当一致。     

某船坞南翼墙基岩水下控制爆破技术

本文介绍的基岩水下爆破属临近重要建筑物的水下控制爆破。当岩石裂隙发育，且岩面有较厚的石碴覆盖层，其技术难度大，采取的诸如搭钢平台钻孔。塑料套管护孔，以及孔间、排间塑料导爆管雷管接力式微差起爆网路等措施，都是成功之经验，值得今后类似工程推广应用。