南半球对流层气候年代际变化及其与太阳活动的联系

通过南半球对流层温度场谱分析和逐次滤波分析发现，南半球对流层大气温度场半个多世纪以来呈现明显的持续升温趋势，升温幅度由低层到高层逐步增加，其中地面层1 000 hPa年升温率为0.013℃/a，对流层中部500 hPa年升温率为0.019℃/ a，对流层上部300 hPa年升温率为0.036℃/ a；滤除南半球大气温度场的趋势变化，发现南半球大气温度场从地面层直至对流层顶广泛盛行着十分显著的与太阳磁场磁性22年周期变化相一致的变化周期。太阳磁场磁性周期变化趋势略有超前，分析认为，这是南半球对流层大气气候系统对太阳磁场周期性变化的响应。进一步分析还发现，南半球从地面层1 000 hPa到对流层顶，再到平流层中部10 hPa各层次大气温度变化22年周期分量振荡位相基本一致，周期振幅由低层到高层迅速增大，说明太阳磁场变化对对流层高层比低层影响大，对平流层影响更大。其中地面层1 000 hPa温度场的22年变化周期是在滤除趋势变化和11年周期之后才显现出来的，所以太阳磁场磁性周期变化对地面层气候的影响较小并且经常处于被掩盖状态；南半球地面层1 000 hPa温度场滤除趋势变化之后显示出十分显著的与太阳活动11年周期相一致的变化周期，分析认为，这是南半球对流层大气气候系统对太阳活动11周期性变化的响应。对流层上层300 hPa温度场滤除趋势变化和22年周期之后也显示出11年变化周期，而对流层中部500 hPa则无此周期反应，说明太阳活动11年周期对地面层1 000 hPa大气气候影响最明显，对流层中上层影响较弱。     

嵌岩桩嵌岩段侧摩阻力浅析

为求出嵌岩桩嵌岩段侧摩阻力的表达式，假定嵌岩桩桩侧破坏由桩岩接触面上的滑动引起，桩岩接触面的压力由加载前岩土层自重产生的侧压力和由剪切膨胀产生的应力增量组成。用弹性力学的方法求解出桩侧正应力，引入了岩石破坏的Hoek-Brown强度准则，由此求出了嵌岩段桩侧阻力的表达式，并指出了此公式的适用范围。最后结合工程实际进行了对比分析，表明本文方法具有一定的实用性。     

Analysis of rectangular piles subjected to lateral loads in nonhomogeneous soil using a Winkler model approach

An analytical approach using a Winkler model based on two lateral soil displacement components in a three‐dimensional soil is investigated to provide analytical solutions of horizontal response of a rectangular pile subjected to lateral loads in nonhomogeneous soil. The two lateral displacement components of a soil surrounding the rectangular pile are represented by the Fourier series of displacement potential functions in the elastic three‐dimensional analysis. The lateral stiffness coefficient of the rectangular pile shaft in nonhomogeneous soil is derived from the rocking stiffness coefficient taking into account rocking rotation of a rigid pile shaft. The relationship between horizontal displacement, rotation, moment, and shear force for the rectangular pile subjected to horizontal loads in nonhomogeneous soil is obtainable in the form of the recurrence equation. The formulation of lateral displacement and rotation for a rectangular pile subjected to lateral loads on the pile base in nonhomogeneous soil is proposed by taking into account Mindlin's equation and the equivalent thickness for soil layers in the equivalent elastic method. The difference of lateral behavior between square and circular piles subjected to lateral loads is insignificant. The effect of aspect ratio of the rectangular pile on the lateral behavior is great for the lower stiffness ratio between pile and soil and the larger length–equivalent diameter ratio. The effect of the value of Poisson's ratio of soil on lateral stiffness coefficient is relatively small except Poisson's ratio close to 0.5. The comparison of the results calculated by the current method for a rectangular pile subjected to lateral loads in nonhomogeneous soil has shown good agreement with those obtained from the analytical methods and the finite element method. Copyright © 2015 John Wiley & Sons, Ltd.     

Late-Quaternary Slip Rate and Seismic Activity of the Xianshuihe Fault Zone in Southwest China

The Xianshuihe fault zone is a seismo-genetic fault zone of left-lateral slip in Southwest China. Since 1725, a total of 59 Ms ≥ 5.0 earthquakes have occurred along this fault zone, including 18 Ms 6.0–6.9 and eight Ms ≥ 7.0 earthquakes. The seismic risk of the Xianshuihe fault zone is a large and realistic threat to the western Sichuan economic corridor. Based on previous studies, we carried out field geological survey and remote sensing interpretation in the fault zone. In addition, geophysical surveys, trenching and age-dating were conducted in the key parts to better understand the geometry, spatial distribution and activity of the fault zone. We infer to divide the fault zone into two parts: the northwest part and the southeast part, with total eight segments. Their Late Quaternary slip rates vary in a range of 11.5 mm/a –(3±1) mm/a. The seismic activities of the Xianshuihe fault zone are frequent and strong, periodical, and reoccurred. Combining the spatial and temporal distribution of the historical earthquakes, the seismic hazard of the Xianshuihe fault zone has been predicted by using the relationship between magnitude and frequency of earthquakes caused by different fault segments. The prediction results show that the segment between Daofu and Qianning has a possibility of Ms ≥ 7.0 earthquakes, while the segment between Shimian and Luding is likely to have earthquakes of about Ms 7.0. It is suggested to establish a GPS or In SAR-based real-time monitoring network of surface displacement to cover the Xianshuihe fault zone, and an early warning system of earthquakes and post seismic geohazards to cover the major residential areas.     

贵州桐梓新桥浑水河的成因再探讨

通过对新桥浑水河上游明流段、中部伏流段、下游浑水河段实地调查,并结合该区1:20万区域地质资料、区域水文地质资料及煤矿勘查资料,在分析浑水河区域构造背景及水文地质特征的基础上,研究了浑水河的水动力条件,包括纵向水动力条件和横向水动力条件,认为浑水河是特殊构造通道、水土流失带来的粘土颗粒物源、携带粘土颗粒的水体进入地下伏流,粘土颗粒在河床中沉积后又被流水带出的一个过程,即"流失→带进→沉积→带出"过程。浑水河的成因:1浑水河的特殊构造,具备了通道条件;2上游水土流失带来的大量细小粘土颗粒提供了物源;3洞湾水体"盲谷"是浑水的物源载体;4地下伏流的水动力条件,包括纵向水动力条件和横向水动力条件,四者共同作用的结果。     

胶州湾表层海水碳酸盐体系的季节变化

根据2007年8月(夏季),11月(秋季),2008年1月(冬季)和2010年4月(春季)在胶州湾海域测得的p H、溶解无机碳(DIC)、总碱度(Alk),以及通过以上参数计算得到的二氧化碳分压(p CO2)的数据,结合现场的化学、水文、生物等参数,探讨和分析了该海域的二氧化碳各参数的分布特征、季节变化和影响因素。结果表明:胶州湾p H、DIC、Alk和p CO2的年变化范围分别为:7.77—8.30,1949.2—2201.8μmol/kg,2033.9—2382.5μmol/kg和89.9—745.3μatm,均呈现明显的时空变化。温度是影响胶州湾碳酸盐体系的主要影响因素之一,同时陆地径流和降水会降低海水碳酸盐体系中各参数的含量,但是人类活动和生物活动也会在一定程度上增加DIC、Alk和p CO2的含量。     

POM模式在日本南部黑潮路径变异研究中的应用

日本南部黑潮路径变异对北太平洋地区的气候和环境具有显著的影响,对黑潮路径变异的研究具有重要的意义。本文利用POM(Princeton Ocean Model)数值模式模拟了日本南部黑潮的路径变异情况,分析了黑潮大弯曲路径形成的可能机制。研究结果表明,当黑潮处于非大弯曲路径时,相对位势涡度的平均值呈现递减趋势,说明日本南部低位势涡度水在不断积累,这样会使得四国再循环流的强度增强,迫使黑潮保持平直路径,同时,近岸黑潮垂直流速剪切增大,斜压不稳定性的作用也逐渐增大;当黑潮从非大弯曲路径向大弯曲路径过渡时,再循环流强度的减弱会导致黑潮的流速剪切减小。根据海表高度异常场以及海洋上层流场信息发现,近岸黑潮附近的气旋涡会随着再循环流区域反气旋涡的东侧向南运动,最终导致黑潮大弯曲的发生。分析涡流的能量,结果显示,黑潮大弯曲路径的形成与斜压不稳定性密切相关。     

桩锚支护深基坑施工过程变形特征分析

以济南市某大型深基坑工程为依托,通过FLAC3D对深基坑工程不同施工阶段的变形特性进行了数值计算分析;桩锚支护深基坑,地表最大竖向变行产生在距离基坑边缘10 m位置处,且最大竖向变形量为46.16 mm;最大水平位移发生在桩顶冠梁位置处,最大水平位移为53.45 mm,是基坑支护最薄弱环节,基坑呈现三角形状向内侧滑动的趋势。     

胶东金翅岭金矿构造控矿规律及找矿预测

金翅岭金矿是胶东招远北部的一个典型石英脉型金矿,构造是金矿最为重要的控矿因素。在前人资料的基础上,综合分析了矿区构造控矿特征,总结了构造控矿规律:矿脉分支复合,表现为NE向矿脉产生SN,NNE向次级矿脉,NNE向矿脉产生NE向次级矿脉;矿体厚度与金品位呈负相关,深部次级矿脉群在P4脉下盘出现;矿脉侧伏角和倾伏向变化处矿体富集,表现为SW向侧伏的P4矿脉,矿体富集于-240 m,侧伏角变大,同时倾伏向由SW向转变为NW向的部位。最后建立了平面和剖面P4矿脉的波形函数,并对深部进行了预测。