复合土钉支护技术在基坑支护工程中的应用——以广州地区为例

复合土钉支护技术是在土钉支护结构中复合其他土体加固技术的综合支护技术 ,是近年来在城市建筑深基坑支护工程中发展起来的一种具有中国特色的土钉支护技术。通过工程实例讨论了广州地区复合土钉支护工程中使用的基本支护结构、施工技术和工艺流程 ,并在此基础上提出了建议和意见     

重庆市丰都县弹子台水库工程地质问题

根据室内外大量调查测试资料,对重庆市丰都县弹子台水库特殊的工程地质问题,进行了阐述和深入系统分析,所得结论为该水库的论证和设计提供了依据。     

Tidal Vorticity around a Coastal Promontory

The vorticity generation around a coastal promontory is examined using a transport vorticity equation. The complete vorticity balance analysis is made for the transient and residual vorticity generations around an idealized, symmetric promontory. The topographic vorticity tendency is found to be the dominant forcing term in the production of transient tidal vorticities. This result is different from the previous works which emphasized the effects of lateral and bottom frictions. The residual vorticity balance is between advection and topographic vorticity tendency. The model results are consistent with the observations off Gay Head, Massachusetts. Also, the stability of a promontory as well as the offshore sand bank formation are studied by examining the sand transport pattern around the promontory. Strong deposition occurs off the tip of the promontory while erosion occurs along the upstream slope of the promontory suggesting that an originally symmetric promontory tends to incline cyclonically from the axis normal to the tidal stream. Such tendency is indeed found among coastal promontories.     

Stress resistance strategy in an arid land shrub: interactions between developmental instability and fractal dimension

This paper investigates allocation of energy to mechanisms that generate and preserve architectural forms (i.e. developmental stability, complexity of branching patterns) and productivity (growth and reproduction) in response to environmental disturbances (i.e. grazing and resource availability). The statistical error in translational symmetry was used to detect random intra-individual variability during development. This can be thought of as a measure of developmental instability caused by stress. Additionally, we use changes in fractal complexity and shoot distribution of branch structures as an alternate indicator of stress. These methods were applied to Anthyllis cytisoides L., a semi-arid environment shrub, to ascertain the effect of grazing and slope exposure on developmental traits in a 2×2 factorial design. The results show that A. cytisoides maintains developmental stability at the expense of productivity. Anthyllis cytisoides was developmentally more stable when grazed and when on south-facing, as opposed to north-facing slopes. On the contrary, shoot length, leaf area, fractal dimension and reproductive-to-vegetative allocation ratio were larger in north- than in south-facing slopes. As a consequence, under extreme xeric conditions, shrub mortality increased in north-facing slopes, especially when not grazed. The removal of transpiring area and the reduction of plant competition favoured developmental stability and survival in grazed plants. Differences between grazed and ungrazed plants were most evident in more mesic (north-facing) areas.     

闽南沿海地区不同日观测次数大气稳定度的对比

本文通过地处闽南沿海地区崇武气候站不同日观测次数大气稳定度的对比分析表明 :采用 8个时次和 4个时次观测记录所统计的稳定度频数 ,误差较小(与 2 4个时次比较 ,下同 ) ,对重要结论无大影响 ,能够较准确地描述大气稳定度的状况和特征 ;而采用 3个时次观测资料分析 ,其误差大 ,甚至导致相反的结果 ,实际应用时必须慎重。     

Slope stability FEM analysis and retaining wall design: a case study of clinker in Benxi of Liaoning

Stability is always the most important problem after high slope was excavated. The study analyzed the stress and strain inside the slope by Finite Element Method (FEM) and carried through stress distribution and failure zone, then analyzed the stability of the slope using three different methods and came to the conclusion that it is in unstable condition, so the designed retaining wall was put forward which makes the slope stable.     

特高位远程危岩群破坏成因及稳定性评价——以滇东北乌峰山地区为例

特高位远程危岩崩塌具有突发性强、速度快、势能大、摧毁力强、冲击性大、影响范围广等特征.滇东北地区镇雄县5处危岩位于乌峰山南缘斜坡地带,地层近水平,崩塌区地形坡度达70°以上.崩塌区和危岩区基岩裸露面积为0.07 km²,坡脚与坡顶高差达222 m,危岩体平均高差159 m,落石水平最大位移216 m,属典型特高位远程危岩群.采用定性和定量方法,结合内外部条件,综合分析危岩的10项基本影响因子,评价其稳定性. 5处危岩在不同工况下稳定性差,破坏模式为倾倒式,高速远程动力崩塌易产生碎屑流,呈散态扇形高速冲击流动,裸露区面积大,生态环境脆弱,亟待治理.     

两类双结构矩阵的标准型及其应用

给出2类双结构矩阵的标准型。作为应用,还利用新得出的标准型对这2类双结构矩阵特征值问题发展了结构算法,其中对第一类双结构矩阵特征值问题发展了只用实运算的结构算法。     

南海西沙海域永乐海底峡谷形成演化过程分析

远海孤立碳酸盐台地周缘发育了碳酸盐岩峡谷,对其开展研究有助于深刻理解碳酸盐碎屑沉积物的“源-汇”体系及深水油气成藏等方面。文章利用多波束测深、高分辨率二维多道地震等数据,精细刻画南海西沙海域永乐海底峡谷的地貌形态及内部充填特征,揭示该峡谷沉积演化过程,分析峡谷成因控制因素及稳定性。永乐海底峡谷形成演化可分为萌芽、汇聚和拓展3个阶段,随着演化过程的发展,峡谷规模及对沉积物输运作用增加。永乐海底峡谷形成及演化主要受古地貌隆起形成的负地形和沉积物重力流侵蚀作用影响。峡谷在第四纪以后仍有较明显的活动迹象。分析显示永乐海底峡谷是西北次海盆的重要物质输送通道,其沉积演化过程及稳定性对研究碳酸盐台地沉积物输运等深水沉积过程及岛礁工程建设具有一定参考意义。     

基于概率积分法的采动坡体稳定性预测与分析

地下采煤会引起地表沉降、变形,甚至引发山体、河堤滑坡等地质灾害。采动坡体的稳定性研究一直是采矿工程中实际关心的问题。该文首先介绍分析了概率积分法移动变形稳态、动态预测模型以及基于极限平衡理论的单滑面采动坡体稳定性预测模型,提出了使用概率积分法结合Knothe时间函数对采动坡体稳定性进行预测分析的方法,并使用C#及XML Schema语言编制了相关的计算程序。最后,结合一个工程实例对采动坡体稳定性和动态变化过程进行了预测与分析,通过实测数据验证了提出方法的可行性,得出了采动引起的坡体下沉是影响坡体稳定性的主要因素,并提出了在坡体拉伸阶段进行注浆加固的方法。