内蒙古沙锡拉特地区土壤地球化学特征及找矿方向

内蒙古沙锡拉特地区位于大兴安岭多金属成矿带中段,为明确找矿方向,对研究区进行1∶1万土壤地球化学测量。采用单元素异常、组合异常与因子分析对研究区土壤地球化学数据进行评价。单元素异常显示,Ag、Pb、Zn与Sn元素的异常规模大、强度高。组合异常圈定4个异常,分为Ag—Au—As—Sb与Bi—W—Pb—Zn—Sn两类。因子分析将所分析元素分为五组,其中F1因子由Ag—Au—As—Sb元素组成,F2因子由Pb—Zn—Sn元素组成。根据土壤地球化学异常特征与区域成矿地质条件,在本区圈定2个找矿靶区,BQ—1为Pb—Zn—Sn找矿靶区,BQ—2为Ag找矿靶区。     

新疆东天山觉罗塔格韧性挤压带基本特征及动力学意义

新疆觉罗塔格韧性挤压带发育于吐哈地块和中天山地块之间石炭系东西向火山-沉积建造中,由一组走向东西、产状陡立的透入性片理组成。眼球状结构、平行带状结构和菱形网状结构是韧性挤压带不同构造区亚带的排布格式,它们相对变形带主界面而言具有很好的对称性。片理构造、拉伸线理构造、同生褶皱构造、布丁构造、压力影构造、碎斑构造、粒内面理构造、位错构造和矿物光轴优选定向等韧性构造形迹发育,这些不同尺度的韧性变形构造形迹的组构都具以片理面为对称面而呈现出对称的特征。韧性挤压带横分为3个亚带,3个亚带岩石形变相变和应力应变等方面都呈横向对称状分布。“奶油饼”结构是韧性挤压带的应变结构。该韧性挤压带成因于南北两侧吐哈地块和中天山地块的南北向水平共轴挤压作用,形成于255Ma至280Ma(早二叠世),压扁机制是该韧性变形带的变形机制,它的力学性质表明该韧性变形带不应属于南北两大板块之间的俯冲-剪切带,其成因可能与板块孤后盆地的对称开合有关。     

Development of crystallographic preferred orientations by nucleation and growth of new grains in experimentally deformed quartz single crystals

Deformation experiments have been carried out to investigate the effect of dynamic recrystallisation on crystallographic preferred orientation (CPO) development. Cylindrical samples of natural single crystals of quartz were axially deformed together with 1 vol.% of added water and 20 mg of Mn₂O₃ powder in a Griggs solid medium deformation apparatus in different crystallographic orientations with compression direction: (i) parallel to <c>, (ii) at 45° to <c> and 45° to <a> and (iii) parallel to <a>. The experiments were performed at a temperature of 800 °C, a confining pressure of 1.2 GPa, a strain rate of  10^− 6 s^− 1, to bulk finite strains of  14–36%. The deformed samples were analysed in detail using optical microscopy, electron backscatter diffraction (EBSD) and transmission electron microscopy (TEM). Two different microstructural domains were distinguished in the deformed samples: (i) domains with undulatory extinction and deformation lamellae, and (ii) domains with new recrystallised grains. Within the domains of undulatory extinction, crystal-plastic deformation caused gradual rotations of the crystal lattice up to  30° away from the host orientation. New recrystallised grains show a strong CPO with c-axis maxima at  45° to the compression direction. This is the case in all experiments, irrespective of the initial crystallographic orientation. The results show that c-axes are not continuously rotated towards the new maxima. The new grains thus developed through a mechanism different from subgrain rotation recrystallisation. New grains have a subeuhedral shape and numerous microcavities, voids, fluid channels and fluid inclusions at their grain boundaries. No host control is recorded in misorientation axes across their large angle grain boundaries. New grains might have been created by nucleation from solution in the μm-scale voids and microfractures. The CPO most likely developed due to preferred growth of the freshly precipitated grains with orientations suitable for intracrystalline deformation at the imposed experimental conditions.     

夯实水泥土桩复合地基共同作用的试验研究

为研究夯实水泥土桩复合地基中桩体、垫层、地基土的共同作用及其工作性状,进行了不同桩长、不同配比单桩载荷试验,不同桩长的单桩及四桩复合地基载荷试验,不同面积置换率的9桩复合地基载荷试验。通过专门的测试元件对复合地基中的地基土反力分布、桩侧摩阻力等进行测定。根据试验结果分析了复合地基破坏模式,探讨了桩体、垫层、地基土的相互作用特性。对地基土反力分布特征、桩土荷载分担比、桩土应力比、单桩及复合地基中桩侧摩阻力分布特征等进行了研究。     

The joint influence of the Coriolis force and the stratification on stationary motions in the zonal model of equatorial atmosphere

Summary In the framework of a zonal model of the equatorial atmosphere, the joint influence of the Coriolis force and stratification on stationary motion is studied. In addition we assume a Boussinesq approximation and consider the equatorial region as a macrodisturbance localized round the Equator, against a background of an isothermal atmosphere with a zonal distribution. Exact analytical solutions of the system of equations (1)–(5) are obtained and analyzed. An interesting result is that the equatorial atmosphere could exist in different stationary states in each of them separately, as well as in a number of them simultaneously.     

深层搅拌桩复合地基的优化设计

在满足承载力控制和沉降量控制要求的基础上,采用数值模拟的方法分析最优桩长和桩间距,完成了深层搅拌桩复合地基的优化设计,以达到满足建设需求的同时最大限度地节省建设费用的目的。根据深层搅拌桩复合地基的特点,讨论了复合地基承载力特征值的计算方法,分析了沉降量的构成,对沉降计算方法进行了探讨,并选用单位元法和分层总和法来评价复合地基加固区和下卧层的压缩性。结合深层搅拌桩复合地基的设计要素、承载力、荷载压力、沉降量等指标和具体数值参数,通过设置最优桩长和桩间距来求取满足承载力要求的最小总桩长,并通过编程实现了优化过程。通过程序计算,得到了一组满足地基承载力要求的桩长、基础底面积、置换率的最优数据组合,实现了对深层搅拌桩复合地基的优化设计。     

粉喷桩复合地基的数值计算分析

结合粉喷桩复合地基的特点，提出采用过渡层模拟桩接触面的思路，进行了轴对称Biot固结有限元计算分析。与实测资料对比表明，可较好地揭示粉喷桩复合地基的荷载传递规律和沉降变形特性。通过对加固区和下卧层的应力计算分析，揭示了粉喷桩复合地基的附加应力场的分布特性，说明所采用的计算方法是合理可行的。     

Reflection of plane waves from free surface of a microstretch elastic solid

In the present investigation, it is shown that there exists five basic waves in a microstretch elastic solid half-space. The problem of reflection of plane waves from free surface of a microstretch elastic solid half-space is studied. The energy ratios for various reflected waves are obtained for aluminiumepoxy composite as a microstretch elastic solid half-space. The variations of the energy ratios with the angle of incidence are shown graphically. The microstretch effect is shown on various reflected waves.     

框筒结构体系下变桩长CFG桩复合地基基底反力及变形特性试验研究

通过框筒结构体系下变桩长CFG桩复合地基模型试验,实测得到了其基底反力及变形特征并进行了分析,得出了以下结论：（1）采用长桩强化核心筒区、短桩相对弱化外框架柱区,核心筒与外框柱中间区域采用中等长度桩,在使用荷载水平下,基础中轴线纵向挠曲为0.25‰,基础对角线纵向挠曲为0.21‰。（2）在使用荷载水平下,核心筒区桩顶应力明显高于外框架柱区,核心筒区桩顶应力相对均匀,角桩最大,边中桩次之,中心桩最小;核心筒区桩间土应力与外框架柱区相差不大,整体上桩间土应力分布较为均匀,3个分区的桩间土承载力均可充分发挥。（3）在使用荷载水平下,核心筒区基底反力最高,分布较为均匀,呈线性分布;核心筒区至外框柱区基底反力逐步衰减;外框柱区域基底反力最低,分布较为均匀,基本呈线性分布;基底反力总体上呈盆形分布,基底反力分布与复合模量相关性明显,大致成线性关系。     

CM桩复合地基承载力试验结果分析

通过对“CM桩复合地基”(以下简称CM地基 )承载力试验结果的分析 ,获得了一些有益的结论 ,对其在徐州地区的推广和应用提供参考。