Quantitative analysis of Arctic ice flow acceleration with increasing temperature

This study explores the ice flow acceleration(21.1%) of Pedersenbreen during 2016–2017 after the extremely warm winter throughout the whole Arctic in 2015/2016 using in situ data and quantitatively analyses the factors contributing to this acceleration. Several data sets, including 2008–2018 air temperature data from Ny-?lesund,ten-year in situ GPS measurements and Elmer/Ice ice flow modelling under different ice temperature scenarios,suggest that the following factors contributed to the ice flo...     

新型形状记忆合金阻尼器的试验研究

本文在对形状记忆合金(SMA)的力学性能研究的基础上，设计和制造出一种性能良好的SMA阻尼器，介绍了其工作原理及有关试验结果，将该阻尼器安装在斜拉桥模型上，进行了斜拉桥模型振动试验。试验结果表明该阻尼器的耗能效果明显，在工程结构振动控制方面具有比较好的应用前景。     

鄂尔多斯中部奥陶系水溶烃的分子地球化学特征

应用GC、GC/MS分析法，系统剖析了鄂尔多斯中部奥陶系马家沟组水溶烃的分子地球化学特征，对其生物标志物组成、成熟度和成因进行了研究。研究认为，鄂尔多斯中部马家沟组水溶烃系高-过成熟阶段的烃产物，主要来源于古生界海相碳酸盐岩的贡献，并且不同井区水溶烃的有机质生源构成和成熟度等存在差异，从北（陕81井）到南(陕12井)，水溶烃组成中菌藻类低等生源比例增加，反映了古生界源岩的贡献增大。     

论“八七扶贫攻坚计划”

１９９４年到２０世纪末，我国要实施一项宏伟的扶贫工程─—“八七扶贫攻坚计划”，即用七年时间，力争基本解决目前农村８０００万贫困人口的温饱问题。其主要奋斗目标有：１．到２０世纪末，使绝大多数贫困户年人均纯收入按１９９０年不变价格计算达５００元以上；２．加强基础设施建设，基本解决人畜饮水困难和通路、通电问题；３．改变文教卫生落后状态。     

深圳海滨地带块石填土地基处理方法探讨——以深圳某电厂为例

在上部为块石填土、下部为相对软弱的粘性土,地下水与海水相通的地区进行大型工程建设,主要和重要建(构)筑物采用桩基础是安全可靠的措施,采用潜孔锤引孔穿过块石填土,往孔内回填碎石,然后打H型钢桩,在深圳某电厂地基处理中获得了较好的效果。一般建(构)筑物地基采用强夯处理是经济可行的,采用夯击能为3 500 kN-m的强夯法进行地基处\n理,试验证明易于施工、处理后的地基承载力可满足一般建(构)筑物的要求。     

闾阳-康平-梨树深地震测深剖面野外资料数字化的设计与实现

通过分析闾阳－康平－梨树深地震测深剖面的观测设计、观测结果以及仪器系统特点，根据项目研究目的及要求，对该剖面的模拟记录进行了数字化设计与实现，以满足用新方法对资料的进一步处理运算，并为资料的交流和永久保存打下了良好基础。     

添加钢筋提高隔震结构高宽比限值的研究

提出了在边支座上添加竖向钢筋以提高隔震结构高宽比限值的构造措施；从方案的构造、添加钢筋的工作状态以及对隔震效果的影响等方面论证了该措施的可行性；基于《建筑抗震设计规范》(GB50011-2001)，推导了添加竖向钢筋后隔震结构高宽比限值的公式；可行性论证和实际算例的计算结果表明，本方案技术可行、效果显著。     

Static analysis of vertically loaded pile group in multilayered transversely isotropic soils

In this paper, a coupling approach is presented to study the static responses of vertically loaded pile group embedded in multilayered transversely isotropic soils. The individual pile in pile group is modeled by the finite element method, while the analytical layer-element method is applied to represent the soil's behavior. Then, the interaction equation of piles and soils is obtained by considering the force equilibrium and displacement compatibility conditions and solved by a FORTRAN program. The results computed by the proposed approach compare favorably with those from some existing solutions and field test. Some typical parametric analysis cases are investigated to study the effect of soil anisotropy, pile stiffness ratio, and pile spacing on the behavior of vertically loaded pile group.     

确定矿产资源勘查风险系数的方法的方法——改进的费用效益法

通过系统分析影响矿产资源勘查风险的基本因素，对前人确定勘查风险系数的方法-费用效益法、概率统计法进行了全面的评述，认为在实际操作上存在较大的困难，计算结果的准确性并不可靠。从统计地球化学理论出发，考查了矿产资源勘查和开发全过程中技术、经济参数对投资效果的影响，推导出矿产勘查投资利润率的计算公式，并将其与安全利率相比较。达到计算矿产资源勘查风险的目的。     

Consolidation analysis of saturated multi‐layered soils with anisotropic permeability caused by a point sink

This paper presents the analytical layer‐element method to analyze the consolidation of saturated multi‐layered soils caused by a point sink by considering the anisotropy of permeability. Starting from the governing equations of the problem, the solutions of displacements and stresses for a single soil layer are obtained in the Laplace–Hankel transformed domain. Then, the analytical layer‐element method is utilized to further derive the solutions for the saturated multi‐layered soils in the transformed domain by combining with the boundary conditions of the soil system and continuity conditions between adjacent layers. The actual solutions in the physical domain can be acquired by the inversion of Laplace–Hankel transform. Numerical results are carried out to show the accuracy and stability of the proposed method and evaluate the influence of sink depth and anisotropic permeability on excess pore pressure and surface settlement. Copyright © 2011 John Wiley & Sons, Ltd.