胶东金矿集区硫和碳的循环与控矿作用

胶东金矿集区矿石中普遍含金属硫化物和碳酸盐矿物,某些矿床中还见有富含炭质的断裂破碎带.成矿溶液中含有大量的SO4^2-、HCO3^-、CO2和有机质等的含硫和含碳组分.矿石硫同位素组成明显富集重硫,结合胶东金矿主要成矿时期（早白垩世）特殊的地质背景、同期海水硫酸盐δ^34S平均值（约＋16‰）及现代海水沿NE-NNE向断裂倒灌情况,笔者认为,硫的主要来源与海水硫的大量补给有关.而根据碳、氧同位素组成特征分析,形成金矿床中方解石的物源有很大一部分来自前寒武系碳酸盐岩.浅表环境下成矿金属元素及硫、碳等物质在热液对流系统中的大规模循环是成矿的关键,SO4^2-与S2^-之间的临界转化是制约成矿金属元素活化-迁移-聚集的重要因素,而含碳组分（CO3^2-、HCO3^-、CO2和有机质）则有利于Au、Cu、Pb、Zn等元素的活化和迁移,含硫和含碳组分的循环及有关的物理化学反应之间有明显的关联性.     

鄂尔多斯盆地下石盒子组盒8段储集砂体发育控制因素及沉积模式研究

以鄂尔多斯盆地二叠系下石盒子组盒8段储集砂体为研究对象,在众多前人研究成果的基础上,综合研究了盆地内下石盒子组盒8段沉积演化过程中储集砂体发育特征,主要表现为:岩石类型多样,包括含砾粗砂岩、中粒砂岩、细粒砂岩等;成因复杂:包括冲积扇砂体、河流砂体、辫状河三角洲砂体等;分布广泛:具有广覆式大面积分布特征。在上述基础上,系统深入分析了控制盒8大面积砂体分布的关键因素,主要包括:强物源、多物源供给是基础,多水系发育是前提,平缓古地貌是背景,高流速河流是动力。其中,强物源、多物源不仅为盆地内提供了丰富碎屑物质,而且控制着盆地内不同区域储集砂体的岩性特征;多水系发育为形成大面积砂体分布提供了条件,发源于物源区向盆地内搬运陆源碎屑物质的六条水浅流急的辫状河道在盆地中部汇合交叉控制着单层砂体厚度及其连片性。平缓古地貌控制着多河道发育和长距离搬运过程中河道摆动、迁移频繁,并相互叠置交叉。高流速河流控制着平缓古地形上发育的多河道不断交叉、复合。并定量计算了盒8段储集砂体沉积时的地形古坡度,平均坡降为1.10m·km^-1,平均坡度为0.063°;古河流水体平均流速为8.31m·s^-1。进而,结合盆地内钻井实际建立了下石盒子组盒8段独具特色的"强物源供给的缓坡浅水辫状河三角洲沉积模式"。     

Distribution and migration of pesticide residues in mosquito control impoundments St. Lucie County, Florida, USA

This project was designed to: (1) document the distribution and migration of organochlorine pesticide residues within marsh substrates of 18 St. Lucie County mosquito control impoundments located along the Indian River Lagoon estuary, and (2) evaluate the impact of water management techniques on residue mobility. Our results indicate that detectible concentrations of organochlorine compounds, applied between the late 1940s and early 1950s, are present in 16 of the 18 St. Lucie County mosquito control impoundments. These compounds are primarily restricted to the surficial, organic-rich wetland sediment, which, based upon geotechnical analysis, was exposed to the atmosphere at a time when the impoundments were subjected to pesticide treatment. Contaminated sediments are present below the surficial, organic-rich layer, suggesting that some vertical migration of pesticides has occurred. It is unlikely that leaching associated with the downward percolation of impounded water was responsible for this migration as pesticide residues were never detected within thein situ pore waters. An alternative explanation is that biological processes (e.g., rooting, burrowing) facilitated the downward flux of organochlorine compounds into sediment horizons not subjected to direct treatment. Eighty-eight surface water samples obtained from two impoundments subjected to contrasting water management techniques were analyzed for pesticide content. None of the surficial water samples collected in association with these impoundments contained detectible concentrations of organochlorine compounds. These samples were unfiltered and contained as much as 25 mg/1 of particulate organic matter. This suggests that the currently preferred management technique (RIM), which is designed to maintain water quality, limit mosquito production, and provide for ecological continuity, does not hydraulically mobilize pesticide residues into the Indian River Lagoon estuary.     

山区公路半填半挖路基沉降控制指标与标准研究

为了避免路基沉降导致路面结构破坏,对适用于山区公路半填半挖路基的沉降控制指标和标准进行了研究。首先,基于常泊松比假定,推导了三维Merchant模型的Prony级数表达式,并以ABAQUS为工具建立了半填半挖路基沉降计算模型。计算结果表明,半填半挖路基工后沉降曲线为“勺”形或“S”形,曲线形状的差异揭示了路基沉降的时空耦合效应。其次,基于路基工后沉降机制分析,提出了如下假定：半填半挖路基工后沉降曲线为中心对称的“S”形,对称中心两侧的曲线段为抛物线。通过沥青路面结构对抛物线形路基沉降的力学响应分析,揭示了路面结构附加弯拉应力与抛物线方程的二次项系数a具有线性关系,据此提出采用a值作为半填半挖路基沉降控制指标。最后,基于沥青路面结构在交通荷载和路基沉降共同作用下的破坏模式,提出了半填半挖路基沉降控制标准的确定方法。研究成果为合理控制半填半挖路基工后沉降提供了明确的技术依据。     

Towards error‐free hybrid simulation using mixed variables

Two procedures are developed and implemented in a hybrid simulation system (HSS) with the aim of enhancing the accuracy and reliability of the online, i.e. pseudo‐dynamic, test results. The first procedure aims at correcting the experimental systematic error in executing the displacement command signal. The error is calculated as the difference between command and feedback signals and correlated to the actuator velocity using the least‐squares method. A feed‐forward error compensation scheme is devised leading to a more accurate execution of the test. The second procedure employs mixed variables with mode switching between displacement and force controls. The newly derived force control algorithm is evaluated using a parametric study to assess its stability and accuracy. The implementation of the mixed variables procedure is designed to adopt force control for high stiffness states of the structural response and displacement control otherwise, where the resolution of the involved instruments may favour this type of mixed control. A simple pseudo‐dynamic experiment of steel cantilever members is used to validate the HSS. Moreover, two experiments as application examples for the two developed procedures are presented. The two experiments focus on the seismic response of (a) timber shear walls and (b) reinforced concrete frames with and without unreinforced masonry infill wall. Copyright © 2007 John Wiley & Sons, Ltd.     

陀螺全站仪在隧道测量中的应用研究

随着我国经济和科技的蓬勃发展,隧道工程建设也呈现出规模化和多元化的趋势。本文首先总结了我国公路隧道、铁路隧道和水下隧道的增长状况;然后归纳了隧道测量中平面控制网的布设方法;最后通过分析发现:通过陀螺全站仪加测陀螺边来传递方位基准,可有效提高隧道贯通精度。     

关于中国西部干旱区生态环境演变与调控研究的思考

从中国西部干旱区的界定、自然条件特点的分析出发,结合国家西部大开发战略的实施,指出进行该区生态环境演变与调控研究的重大意义。提出了在时间序列上进行生态环境演变研究,在空间结构上开展生态系统结构、功能及生态过程研究,在时空耦合界面上探讨重大生态环境问题,进行生态系统的调控与管理研究的思路。并从生态环境形成演变、生态系统结构和功能、重大生态环境问题及生态环境管理等方面探讨了研究工作的技术路线。同时,指出了主要研究内容和需要解决的关键科学问题以及将要实现的研究目标。     

巨厚火成岩在煤系中的水文地质意义

通过对海孜煤矿7煤各工作面突水的特征和水质对比等方法，结合采后形成的导水裂隙带高度，得出了导致7煤各工作面突水的水源是来自巨厚火成岩侵入时对围岩产生的破坏裂隙水，在此基础上提出了侵入裂隙的概念，突水通道为采后形成的导水裂隙，并针对突水成因，提出了控制采高和提前疏放等防治措施。     

Explicit integration of a porosity‐dependent hydro‐mechanical model for unsaturated soils

An adaptive substepping explicit integration scheme is developed for a porosity‐dependent hydro‐mechanical model for unsaturated soils. The model is referred to as the modified σ –Θ model in this paper, which features the employment of the subloading surface plasticity and the stress–saturation approach. On numerical aspects, convex/nonconvex subloading surfaces in the σ –Θ space may result in incorrect loading–unloading decisions during the integration. A new loading–unloading decision method is developed here to solve the problem and then embedded into the explicit integration scheme for the modified σ –Θ model. In addition, to enhance the accuracy of the explicit integration, local errors from both hydraulic and mechanical components are included in the error control for each substep. A drift correction method is also developed to ensure the state point lies on the subloading surface in the σ –Θ space within a set error level. The performance of the loading–unloading decision method for the modified σ –Θ model is discussed through comparing it with the conventional loading–unloading decision method. The importance of involving the hydraulic component in the error control is also demonstrated. The accuracy and efficiency of the proposed adaptive substepping explicit integration scheme for the modified p–Θ model are also studied via several numerical examples. Copyright © 2016 John Wiley & Sons, Ltd.     

攀西钒钛磁铁矿整装勘查复杂地层钻探护壁堵漏技术

攀枝花地区米易县白马钒钛磁铁矿整装勘查工作是四川省地勘基金启动项目,任务重、时间紧,加之所在区域地层复杂,上部漏失,下部多遇断层破碎带,造成钻孔事故频发,钻探效率低下,甚至无法施工,严重阻碍了勘查工程的顺利推进。针对这一施工难题,通过反复试验研究,探索出了一整套行之有效的深孔复杂地层护壁堵漏技术体系,确保了整装勘查项目的顺利完成。详细介绍了该矿区泥浆护壁堵漏技术及其效果。