全球板块运动背景场及ITRF2005VEL的建立

简要分析了最新的国际地球参考框架ITRF2005实现的基本情况及其相对于ITRF2000的改进,以ITRF2005为参考框架建立了新的全球板块运动模型ITRF2005VEL。建模时,首先根据测站的分布和速度场的精度对测站进行初步剔除,然后采用相似变换的方法对全球ITRF2005测站的速度场数据再进行第2次筛选。根据筛选结果利用最小二乘方法建立了全球板块运动背景场及其运动模型,给出了全球11个主要块体的运动参数。此结果与其他学者建立的模型相比,总体上有很好的一致性,但在个别块体上也有所差异。     

空间异质性定量研究方法

空间异质性是景观生态学定量化研究的核心,其定量研究方法包括景观综合图、数学模型和地学信息图谱.本文概括总结了景观综合图的内容和定量化指标,分析了这种定量化方法的优势和局限;对数学模型的复杂性、优点和与景观综合图的互补性作了简要分析,指出了数学模型研究需要进一步探讨和重视的问题;通过对地学信息图谱三个阶段(景观制图实验,图谱概念的提出和地学信息图谱理论的形成)的回顾和对其特点的分析,我们认为地学信息图谱综合了景观综合图和抽象的数学模型可以提供的互补信息,吸收了两者的优点,是空间异质性的综合定量研究方法.     

黔东北伊迪卡拉纪陡山沱组的宏体藻类

宏体生物广泛地生活于扬子地区伊迪卡拉纪陡山沱期的海洋中,它们为后生动物的快速发展和演化奠定了一个崭新的环境和一个新生态链的基础.产自于黔东北伊迪卡拉系陡山沱组的瓮会生物群生活环境应在贫氧的、透光性良好的浅海低能环境,以宏体藻类为主,共描述15属18种(其中包括3个新属、5个新种、2个修定属和4个修定种)和1个未命名藻以及不明藻类固着器,另包含有宏体后生动物,可能的后生动物以及遗迹化石.瓮会生物群不但含有鄂西庙河生物群和皖南蓝田植物群的分子,也有南澳大利亚Ediacara生物群和俄罗斯WhiteSea生物群的分子,而且具有自已的特征而有别于其他伊迪卡拉期的生物群.其宏体藻类形态变化较大,组织器官和功能已出现明显的分化,并与高等植物之间存在一定的演化关系.宏体藻类多为直立固着于海底,提高了光合作用的效率,增加了水体中的含氧量.同时,宏体藻类作为生态系统中的初级生产者成为一种新的食物,改变了后生动物的食谱.因此,陡山沱期的宏体植物不仅改善了环境,为依赖一定氧而生活、生长和繁殖的后生动物给予了必要的支持,而且作为生态系统中的必要基础,为宏体后生动物的快速发展和演化提供了一个新的食物源.另外,宏体生物群的繁盛不仅提高了有机质的生产率,而且促进了富有机碳的沉积和保存.     

环境温度对板式橡胶支座摩擦滑移性能的影响分析

采用有限元模拟的方式,对板式橡胶支座摩擦滑移特性进行分析,并与常温试验中获得的支座摩擦滑移滞回曲线、等效黏滞阻尼比等进行了对比.在获得可靠模型的基础上,分析环境温度对板式橡胶支座摩擦滑移特性的影响,研究了温度与支座摩擦滑移耗能、等效黏滞阻尼比和滑动起始距离的关系.结果表明:(1)板式橡胶支座的有限元模型可以较好地实现支...     

藏北尼玛地区白垩纪岩浆岩对班公湖-怒江缝合带演化的制约

班公湖-怒江缝合带及其两侧广泛分布白垩纪岩浆岩,这些岩浆活动记录了班公湖-怒江特提斯洋俯冲至闭合以及拉萨-羌塘板块碰撞过程.为了约束该缝合带在早-晚白垩世的演化过程,本文对缝合带中段尼玛地区花岗岩进行岩相学、地球化学、锆石年代学和Hf同位素研究.尼玛北部虾别错花岗岩侵入到中生代地层中,发育石英闪长质包体.锆石U-Pb定...     

四川盆地东部再生稻高温伏旱区腋芽萌发期气象适宜度

以四川盆地东部再生稻高温伏旱区为研究区,基于气象条件对腋芽萌发期再生稻生长发育的影响机理,采用结构方程模型探明了腋芽萌发的影响因素、影响路径及影响强度。进一步结合隶属函数和层次分析法,构建了再生稻腋芽萌发气象适宜度模型,并分析了1981—2021年研究区腋芽萌发期气象影响因素及气象适宜度的变化特征。结果表明：气温、空气湿度、降水是四川盆地东部再生稻高温伏旱区腋芽萌发的关键影响因素,基于以上因素的气象适宜度模型能较好地评价再生稻腋芽萌发期的气象影响。1981—2021年研究区气温适宜度、空气湿度适宜度及综合气象适宜度均呈下降趋势,降水适宜度没有表现出明显的变化趋势。气温适宜度、空气湿度适宜度及综合气象适宜度总体呈“西高东低”的空间分布特征,降水适宜度则表现为“东西高、中部低”。1981—2021年研究区气温上升趋势与空气湿度下降趋势显著,导致致害高温（日平均气温≥32℃）积温和致害低湿（日平均相对湿度≤65％）日数明显增加,这是再生稻腋芽萌发期气象适宜度总体呈下降趋势的诱因。     

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.     

Elastic fields in two joined transversely isotropic media of infinite extent as a result of rectangular loading

This paper presents the closed‐form solutions for the elastic fields in two bonded rocks induced by rectangular loadings. Each of the two bonded rocks behaves as a transversely isotropic linear elastic solid of semi‐infinite extent. They are completely bonded together at a horizontal surface. The rectangular loadings are body forces along either vertical or horizontal directions and are uniformly applied on a rectangular area. The rectangular area is embedded in the two bonded rocks and is parallel to the horizontal interface. The classical integral transforms are used in the solution formulation, and the elastic solutions are expressed in the forms of elementary harmonic functions for the rectangular loadings. The stresses and displacements in the rocks induced by both the horizontal and vertical body forces are also presented. The numerical results illustrate the important effect of the anisotropic bimaterial properties on the stress and displacement fields. The solutions can be easily implemented for numerical calculations and applied to problems encountered in rock mechanics and engineering. Copyright © 2011 John Wiley & Sons, Ltd.     

Storm Deposits of the Sinian Zhangqu Formation in Northern Anhui — An Upward Shallowing Carbonate Sequence1

Abstract This paper studies, for the first time, the storm deposits of a carbonate sequence in the Sinian Zhangqu Formation in northern Anhui. In the formation, a great number of calcareous trider sponge spicules were discovered in a distal storm turbidity sequence, which have provided further evidence for the correlation of the Sinian Systems in North and South China from a view point of palaeontology.     

粤西河台金矿床构造控矿规律研究

本文是在全面调查了粤西河台金矿区内构造特征与成矿特征之后,对该区构造发育规律及控矿规律所做的系统总结.文中对矿区存在的一个重要构造型式——拐肘构造及其对金矿的控制作用作了论述,对成矿的物质来源、成矿期次与构造演化的关系进行了讨论,提出了三期成矿的观点和构造矿源带的概念,总结了该区的构造成矿模式.