我国微细浸染型金矿床的形成条件及成矿作用特征

微细浸染型金矿床是我国主要的热液金矿床类型之一,空间上多分布于扬子地台周边地区,其产出受大地构造背景及地层、构造和一定的热动力条件的控制.我国该类型金矿床成矿作用总体具有如下特点:①矿化点多面广,但规模相对较小;②区域上金矿化常与Hg、Sb、As及U等元素低温热液矿床密切共(伴)生;③矿床形成具多期多阶段性,且其成因复杂多样;④成矿时代主要为印支晚期-燕山期.     

卵砾层中的非开挖铺管技术

导向孔的施工是非开挖施工的关键,它决定着非开挖的成功与否。通过在长沙市繁华路段复杂地下管网、管线的非开挖施工,本文探讨了在复杂地层(卵砾层)导向孔的施工工艺。同时,在地层稳定的条件下,用人工扩大了钻孔,形成了微断面隧道,为微断面隧道在非开挖领域的应用开辟了新的思路。      

四川盆地中三叠统雷口坡组雷三、雷四段盐岩沉积环境与成因研究

四川盆地雷口坡组大量钻井资料揭示中三叠统雷口坡组主要成盐期分别为雷三2期和雷四2期。岩性组合特征、沉积环境研究表明,在川中的平昌—南充—遂宁一带发育雷三2期浓缩盐膏质蒸发泻湖微相,在川中-川西地区的南部—盐亭—成都—邛崃地区发育雷四2期盐膏湖盆微相。两期盐岩差异主要表现是,雷三2期时,盆地处于频繁的海进、海退过程中,沉积环境变化较快,成盐环境相对开放,盐盆往往多次蒸发浓缩、补给、淡化,海水表现出接近或者达到盐岩沉积浓度,其间往往夹杂石膏和云质团块沉积。雷四2期时,四川盆地处于持续的海退蒸发期,蒸发量远远大于补给量,海水以蒸发浓缩为主,海水表现为超过石盐沉积浓度,沉积石盐中夹杂卤石,局部地区钾含量极高。     

基于气象预警信息的大连气象微博评论情感分析及发布策略建议

微博在气象预警信息传播及气象部门收集社会公众信息反馈中发挥了积极作用,并产生了海量级的交互信息,客观分析此类信息对于气象部门及时引领舆论导向和调整发布策略具有较高的参考价值。文中基于2017年1月1日—2020年7月3日大连市重大气象灾害过程,运用自然语言处理、情感分析等方法对大连气象微博中与气象预警相关的评论内容进行情感分析研究。结果表明：公众关注最多的是天气预报准确率、天气过程对于生活影响以及信息发布的及时性。公众对重大天气过程特别是致灾天气过程本身负面评价多于正面,发布策略应根据气象灾害持续时间及时调整预警信息内容和发布频次;公众对大风、冰雹等气象灾害预警信号关注度随季节变化明显,发布策略应针对旅游业、养殖户、种植户等提出专业防范对策;针对发布频率高的大风预警信号,有必要调整业务发布规范,同时关注灾后事件信息的跟踪发布;研究发现,负面情感主要针对天气预报的准确度。     

Numerical investigations of shear localization in a micro‐polar hypoplastic material

In this paper a micro‐polar continuum approach is proposed to model the essential properties of cohesionless granular materials like sand. The model takes into account the influence of particle rotations, the mean grain size, the void ratio, the stresses and couple stresses. The constitutive equations for the stresses and couple stresses are incrementally non‐linear and based on the concept of hypoplasticity. For plane strain problems the implementation of the model in a finite element program is described. Numerical studies of the evolution of micro‐polar effects within a granular strip under plane shearing are presented. It is shown that the location and evolution of shear localization is strongly influenced by the initial state and the micro‐polar boundary conditions. For large shearing the state quantities tend towards a stationary state for which a certain coupling between the norm of the stress deviator and the norm of the couple stress tensor can be derived. Copyright © 2003 John Wiley & Sons, Ltd.     

A new device for investigating the hydro‐mechanical properties of rock joints

A new experimental system composed of two devices is presented for studying the hydraulic conductivity of rock joints and other interfaces in relation with their mechanical loading. This system allows for investigations on the anisotropy of the hydraulic conductivity, as well as for its heterogeneity. The first device controls the injection of a fluid, regulated in pressure or discharge near the centre of the sample of rock joint, which produces a quasi‐radial flow within the joint. The output flow is measured in real time using a sectorized peripheral membrane for acquisition of data about the directionality or anisotropy of the flow. The second device allows for the measurement of the evolution of the morphology and of the void map of the rock joints during their mechanical loading (compression or shearing). It is a laser beam moved by an (x, y) frame. This frame is installed within the shear box at several stages of the loading, after temporarily moving one rock wall away from the other one, but without unmounting them from the shear box. After the presentation of the experimental system, and of its performances, we give some examples of test results of replicas of rock joints, loaded in compression and shearing. First, these results show that the change in global transmissivity of the samples is strongly correlated with the normal relative displacement of the rock walls. Several statistical analyses of the change in the void map, taking into account the damage of the asperities of the joint, are presented and compared with the results of the directional output flows. Today further studies involving a FEM as well as a finite volume modelling of the flow within the joints, based on the measured void map are in progress for a more precise comparison to the experimental results. Copyright © 2003 John Wiley & Sons, Ltd.     

封堵评价用微裂缝岩心的模拟及模拟封堵实验

采用不同厚度的金属箔片和胶凝材料浇筑出了微裂缝岩心,配合高温高压失水仪外筒和泥浆杯,通过监测30 min内的漏失量,即可开展微裂缝岩心封堵评价实验,评价钻井液的封堵效果。通过微观观察法和流量计算法对制作的微裂缝的表面形态和开度进行了验证,结果表明岩心缝面具有一定的粗糙度,裂缝开度符合实验设计,最小3.33 μm,且岩心具有5～10 cm的裂缝行程。微裂缝岩心制作方法简单,重复率高,通过室内实验验证了制作的微裂缝岩心可以用于钻井液封堵材料的封堵性能评价,为微裂缝封堵评价实验提供了岩心模块,弥补了使用缝板模拟裂缝表面光滑和采用砂床钢珠砂盘等孔隙介质换算裂缝开度的不足。     

河南信息南广场基坑支护技术

河南信息南广场基坑支护工程,分别采用了桩锚支护、微型桩+预应力锚杆复合土钉墙支护和微型桩复合土钉墙支护体系,具体介绍了护坡桩、预应力锚索、微型桩、预应力锚杆、土钉墙、花管桩设计施工方案以及基坑监测变形异常后采用的应急处理方案,技术成果为类似工程的设计施工提供参考。