西准噶尔宝贝岩体的LA-ICP-MS锆石U-Pb年代学与地球化学

宝贝岩体位于新疆西准噶尔南部的晚古生代达尔布特中酸性岩浆岩带中,其主要岩性为花岗斑岩。通过LA-ICP-MS锆石U-Pb定年,结合锆石阴极发光图像（CL）和U、Th元素特征,获得宝贝岩体的年龄为297±10 Ma （MSWD = 14）,时代属晚石炭世晚期。花岗斑岩为典型的斑状结构,斑晶以斜长石、条纹长石和石英为主;岩石中SiO₂含量为74.59%～76.26%、全碱变化于8.13%～8.63%;铝饱和指数A/CNK为1.00～1.02,属弱过铝质;岩石轻稀土富集且轻重稀土元素分馏明显,（La/Yb）_N为1.54～3.05,负Eu异常（δEu为0.25～0.53）;富集Rb、Th、U、K和LREE等大离子亲石元素,而贫Ba、Nb、Sr、P、Ti等元素,属高钾钙碱性Ⅰ型花岗岩系列。根据岩体的成因类型并结合区域构造环境演化,分析认为西准噶尔不仅在晚石炭世早期存在与俯冲作用相关的岛弧花岗岩,在晚石炭世晚期-早二叠纪早期也存在持续俯冲作用,在此环境下形成了与俯冲作用相关的岛弧型宝贝花岗斑岩。     

地球化学的空间自相关异常信息提取方法

针对地球化学数据存在的空间分布相关性特征,该文提出了一种基于空间自相关统计的地球化学异常提取方法。以内蒙古浩布高矿床外围的土壤地球化学数据为例,通过对Sn、Cu元素地球化学数据在不同空间间隔上的全局自相关计算,测算其空间聚集的程度,选取聚集程度最高时的间隔距离作为局部空间自相关的参数,通过局部Moran’s I值研究元素的空间分布特征,分析空间聚类和异常值,从而提取地球化学异常。结果表明,局部空间自相关分析可以揭示Sn、Cu地球化学数据的空间分布特征,能够更好地提取地球化学弱缓异常,说明空间自相关是一种有效的地球化学异常识别方法。     

高地应力条件下大型地下厂房松动区变化规律及参数反演

松动区是控制地下洞室围岩变形及失稳的重要因素。以锦屏一级水电站为例,结合声波测试及多点位移计监测成果,对高地应力和低强度应力比条件下大型地下厂房围岩松动区的分布及变化特征进行分析,并采用BP网络和遗传算法对围岩参数进行反演。研究表明,声波测试的围岩松弛深度与多点位移计监测得到的围岩主要变形深度具有一致性,围岩松弛深度变化趋势与岩壁位移变化也存在对应关系,两者结合可以对围岩松动区的变化规律进行连续的分析。高地应力和低强度应力比条件下的松动区深度远大于一般应力条件,由于围岩应力状态调整、岩体破坏所导致的卸荷松弛成为围岩松弛的主要因素。开挖过程中,由于围岩应力状态的逐步调整,导致围岩的破坏和松弛的渐进发展,其中松弛深度在水平向的扩展较为明显。反演得到的松动区岩体变形模量及黏聚力较未松动岩体有明显降低,而摩擦角降低较少。因此,对松动区岩体进行灌浆加固,将有助于提高松动区岩体的变形模量和粘聚力,从而增强围岩的稳定性。     

甘蒙北山地区小红山一带变质侵入岩体的时代厘定及其地质意义

在塔里木板块北缘甘蒙北山地区小红山一带赋存一套变质侵入岩体,测定锆石U-Pb年龄值2 656±146 M a,时代厘定为新太古代晚期-早元古代早期,岩浆成因类型属Ⅰ型,物质来源于下地幔和地壳经局部熔融而成,是吕梁期前造山基底发育阶段的产物。该套变质侵入岩体的时代厘定,对于塔里木板块结晶基底的深入研究及甘蒙北山早期构造岩浆演化具有重要意义。     

台风与西风槽相互作用与赤道辐合带的北跳

利用历史天气图,台风年鉴,以及ＥＣＭＷＦ和ＮＭＣ再分析的风场等资料,研究盛夏一些系统的活动特征及赤道辐合带北跳及其在台风与西风槽相互作用型的关系,得到如下一些事实：（１）块状,自东向西移动的渤海日本海高压,准定常的,河套以东西风槽,低空偏东、偏南急流等系统的活动,都有利于出现台风与西风槽相互作用,有利于出现４００ｍｍ以上台风降水。（２）“７５．８”、“８４．８”和“９８．８”３个台风与西风槽相互作     

Autocorrelation function bias owed to a limited number of de-trended observations. Applications to autoregressive models with noise

Analytical expressions were derived for the expectation of the autocorrelation function (ACF) corresponding to lowfrequency least squares fits and deviations from them in the case of a limited number of observations N. A vector of values of the autocovariation function may be obtained by multiplication of a N . N matrix Z (dependent on concrete basic functions used for trend determination) by a vector of the unbiased ACF. Because much computational time is needed to obtain such a matrix, its components are to be computed once for concrete N and basic functions, and then stored as a file. An algorithm is proposed for determining the contribution of the correlated signal to the ‘signal+noise’. The expressions are written for general form of the ACF, and illustrated by the application to autoregressive models. The statistical properties of the model parameters are studied. The method is applied to cataclysmic binaries AM Her and TT Ari. The precise expressions allow us to obtain reliable results and to avoid misinterpretation being possible when using the approximate methods.     

From mass‐wasting to slope stabilization – putting constrains on a tectonically induced transition in slope erosion mode: a case study in the Judea Hills,Israel

Calcrete‐coated remnants of landslide debris and alluvial deposits are exposed along the presently stable hillslopes of the Soreq drainage, Judea Hills, Israel. These remnants indicate that a transition from landslide‐dominated terrain to dissolution‐controlled hillslope erosion had occurred. This transition possibly occurred due to the significant decrease in tectonic uplift during the late Cenozoic. The study area is characterized by sub‐humid Mediterranean climate. The drainage hillslopes are typically mantled by thick calcrete crusts overlying Upper Cretaceous marine carbonate rocks. Using TT‐OSL dating of aeolian quartz grains incorporated in the calcrete which cements an ancient landslide deposit, we conclude that incision of ~100 m occurred from 1056 ± 262 to 688 ± 86 ka due to ~0·3° westward tilt of the region; such incision invoked high frequency of landslide activity in the drainage. The ages of a younger landslide remnant, alluvial terrace, and alluvial fan, all situated only a few meters above the present level of the active streambed, range between 688 ± 86 ka and 244 ± 25 ka and indicate that since 688 ± 86 the Soreq base level had stabilized and that landslide activity decreased significantly by the middle Pleistocene. Copyright © 2012 John Wiley & Sons, Ltd.     

基于COI部分序列探讨南海鲳属鱼类系统进化与种群遗传结构

利用线粒体细胞色素 c 氧化酶Ⅰ亚基(COI)部分序列研究了南海区鲳属鱼类(Pampus)银鲳(P. ar-genteus)、珍鲳(P. minor)和中国鲳(P. chinensis)的系统进化与种群遗传结构.通过 PCR 扩增与序列测定获得了长度为643 bp 的 COI 基因片段,其 A、T、G、C 碱基的平均含量分别为25.4%、33.6%、18.9%和22.1%, A+T 含量高于 G+C 含量.64条序列共定义了20种单倍型,包含152个变异位点,简约信息位点148个,单变异位点4个,产生169个点突变.结果表明,银鲳与中国鲳的遗传差异最小,银鲳与珍鲳的其次,而珍鲳与中国鲳的遗传差异最大,3种鲳属鱼类的遗传多样性均呈现较低的水平,应采取有效的保护措施,以避免其遗传多样性水平的进一步丧失.本研究结果为鲳属鱼类资源保护和合理开发利用提供必要的参考     

Construction of a Muscle cDNA Library of Chinese Shrimp Fenneropenaeus chinensis and Sequence Analysis of the Troponin Ⅰ Gene

A muscle cDNA library of Chinese shrimp (Fenneropenaeus chinensis) was constructed with the SMARTTM cDNA Li- brary Construction Kit. The titer of optimal primary library was 7.7×105 pfu mL-1 and that of the amplified library was 3.0×109 pfu mL-1. The percentages of the recombinant clones of primary and amplified libraries were over 98%. The insert sizes were longer than 400 bp with an average of 1000 bp. A positive clone containing a 794 bp insert was sequenced and identified encoding fast skeletal troponin Ⅰ gene. This library provided a useful resource for the functional genomic research ofE chinensis.     

基于地质力学模型试验的锦屏拱坝坝肩加固效果研究

锦屏一级高拱坝最大坝高305 m,是目前在建的世界最高拱坝,其坝址区地质条件复杂,存在断层、蚀变岩脉、层间挤压带、节理裂隙及深部裂缝等各类软弱结构面,坝与地基的整体稳定问题突出。为使坝体达到良好的受力状态,满足拱座的抗滑稳定与变形稳定等要求,工程上采取了大量的加固措施,主要有左坝肩垫座、左右坝肩混凝土网格洞塞置换、刻槽置换、传力洞等。加固处理后,坝肩的整体稳定性以及坝肩坝基的加固效果如何是工程上关心的重要问题。采用两个三维地质力学模型,分别开展了锦屏一级高拱坝在地基未加固和加固两个方案下的坝肩稳定综合法破坏试验研究,对比分析了两个方案下坝与地基的变形分布特性、坝肩坝基失稳的破坏机制和整体稳定安全度。结果表明：坝肩坝基加固处理后,坝体及左、右两岸坝肩变位的对称性得到明显改善,变位量值减小;在相同的超载倍数下,加固方案下两坝肩开裂破坏的范围减小,破坏程度减轻,坝肩破坏失稳的超载系数增大,超载能力得到提高;未加固方案拱坝整体稳定综合法试验安全系数为4.7 ~ 5.0,加固方案下安全系数为5.2 ~ 6.0,安全度得到明显提高。综合分析认为,锦屏拱坝采用以坝肩垫座、混凝土网格置换洞塞、刻槽置换、传力洞等为主的加固方案对坝肩坝基起到了良好的加固效果。