泥河湾盆地磁性地层定年与早期人类演化

主要评述了近年来泥河湾盆地磁性地层学的研究进展,包括建立泥河湾组的磁性地层年代格架、厘定泥河湾动物群的时代和确定华北地区早期人类活动年代序列.研究表明:第一,泥河湾组河湖相沉积序列记录了高斯正极性时末期以来的地磁极性特征(松山和布容极性时),即沉积时代始于约2.6Ma.早期人类至少在1.66～0.78Ma期间的大约90万年的时间内长期持续地占据高纬度的泥河湾盆地.泥河湾动物群(包括广义和狭义)的时代为2.0～0.8 Ma.第二,华北地区早期人类已经能够适应东亚高纬度地区冬季风增强、夏季风减弱和干旱化趋势增强的复杂环境变化,尤其能适应中更新世气候转型前后中国北方多变而且不稳定气候条件和生态环境.因此,气候和生态环境的多变性与不稳定性是促进人类进化的重要因素.第三,早期人类走出非洲以后,可能沿不同的路径并以较快的速度扩散到东亚地区.向南越过印度尼西亚的赤道地区,向北至少扩散到40°N的泥河湾盆地.     

基于Hkr值的北天山冰川侵蚀空间分布特征及其主控因素研究

确定冰川侵蚀的主控因素及其与各影响因素间的相互作用方式,不仅对深入认识冰川侵蚀的物理机制和理解冰川作用区地貌演化具有重要的意义,也是探讨构造、气候、地形间相互关系的根本。然而,以往的学者仅在构造活动略单一的区域研究冰川侵蚀的主控因素,致使对构造的影响认识不足,那么,构造是否是冰川侵蚀的主控因素呢？又是如何作用于冰川侵蚀？北天山第四纪冰川作用规模巨大,留下了丰富的冰川遗迹,其气候与构造条件也多样,因而成为探讨上述问题的理想区域。本文在北天山北坡自西向东选取了7个冰川流域,基于每个流域的Hkr值和冰川侵蚀影响因子的定性定量数据,分析了该区域冰川侵蚀的分布规律及其影响因素。结果表明,北天山各流域冰川侵蚀自西向东有减小趋势,该变化趋势是构造、气候、地形共同作用所致。其中,山顶高度和降水对冰川侵蚀的影响最显著,两者均通过对冰川规模施加作用来控制冰川侵蚀,而构造也可能通过影响顶点高程、积累区面积、冰川规模,进而作用于冰川侵蚀,但是其是否发挥主要作用有待进一步认识。因此,冰川规模可能才是导致北天山各冰川流域侵蚀差异的根本原因。     

The effect of pore water pressure on tunnel face stability

The kinematic approach in combination with numerical simulation is used to examine the effect of pore water pressure on tunnel face stability. Pore water pressure distribution obtained by numerical calculations using FLAC^3D is used to interpolate the pore water pressure on a 3D rotational collapse mechanism. Comparisons are made to check the present approach against other solutions, showing that the present approach improves the existing upper bound solutions. Results obtained indicate that critical effective face pressure increases with water table elevation. Several normalized charts are also presented for quick evaluation of tunnel face stability. At the end of the paper, the influence of anisotropic permeability on tunnel face stability is also discussed, showing that the isotropic model leads to an overestimation of the necessary tunnel face pressure for anisotropic soils. Copyright © 2016 John Wiley & Sons, Ltd.     

A FUMIGATION DIFFUSION MODEL DURING THE MOUNTAIN-VALLEY WIND SHIFT PERIOD

The fumigation during the mountain-valley wind shift has been first identified as a special type of pol-lutant diffusion using the monitoring measurements of Dukou,Southwest Sichuan,China.Such a pheno-menon occurs frequently all year around but summer,particularly in winter months.A new model for thefumigation during the mountain-valley wind shift period is developed that allows satisfactory explanation ofthe fact.Analyses indicate that the model can more accurately predict not only the high concentration ofPollutants but the time and locality of the occurrence as well.The ground concentration of SO_2 during fumigation is several times up to over a decade higher thanthe daily mean for the whole region,one of the main contamination processes that affect the air quality ofthe city.The medel analyses provide a basis for more effective prediction of the quality and precautionstudy against the disaster.     

原始黄铁矿莓体的发现与研究

用扫描电子显微镜研究晋东南太原组下部黄铁矿矿石和煤岩中的黄铁矿,发现许多原始莓体保留着形成时的特征。这些特征反映出原始莓体大多数为硫磺细菌化石,少数由胶体形成。本文对莓体的成因、特征、形成环境等进行了论述。     

岩石压剪性断裂特性及Ⅰ—Ⅱ型复合断裂判据

本文系统阐述了岩石压剪性断裂的特性,认为金属断裂力学复合断裂判据基本上不适用于压剪状态下的岩石斯裂;在此基础上,提出了新的岩石压剪性断裂判据:2COSθ_0/2(cosθ_0-1)[(1+1/f~2)~(1/2)-1]K_Ⅰ+[(sin θ_0/2-3sin 3θ_0/2)(1+1/f~2)~1/2+4sin θ_0/2]K_Ⅱ=4K_(Ⅰc),推导了起始断裂角ψ_0,说明了实验验证结果,指出了该判据在工程地质领域中的应用途径。     

正多面体的结晶学分类及等大正二十面体共角顶连接的准晶结构模型

本文将正四面体、正八面体、正六面体归为结晶类,将正二十面体、正十二面体归为准晶类。大小相近的原子倾向于形成正二十面体配位;再将正二十面体看成球体,那末符合m35对称的理想堆垛方式是以等大正二十面体共角顶连接,形成大一级的正二十面体。继续按照这一规律连接将不断形成更大一级的正二十面体,从而获得理想准晶结构模型。此模型很好地解释了Al—Mn准晶体的高分辨结构图及Penrose拼图与准晶体的高分辨结构图的密切关系。     

大气中一类非线性方程的非线性波解及周期的近似计算法

大气中许多模式可化为Ｆ＇＇＝ＡＦ／Ｆ＋Ｂ（ＡＢ≠０）一类非线性常微分方程。利用常微分方程定性理论说明了该方程存在非线性波解，讨论了其周期的计算问题，并求得了波解及其周期的近似表达式。     

Dynamic characteristics of shear buildings on laminated rubber bearings

Analytical solutions are derived for the dynamic characteristics of base-isolated shear buildings supported on laminated rubber bearings. The solution process takes into account the combined effects of the superstructure flexibility and the base raft inertia on the dynamic characteristics. A series of parametric studies is carried out and the effects of varying the stiffness and mass of the base-isolation system on the frequencies and mode shapes are identified. Approximate solutions for the fundamental base-isolated frequency and mode shape are obtained, which are suitable for use in the preliminary design of non-rigid base-isolated buildings.