土工格栅加筋砂土上的偏心受压条形基础研究

提供了土工格栅加筋砂土上的偏心受压条形基础极限承载力的室内模型试验结果。试验中只使用了一种相对压实密度的砂土和一种土工格栅,基础深度由0变化至B（基础宽度）。基于室内试验结果,提出了一个称为折减系数的经验关系,将偏心受压基础的极限承载力与中心受压基础的极限承载力联系起来。     

地面获取房屋序列影像连接的新途径

针对从地面拍摄的房屋序列影像获取房屋空间数据过程中所涉及的不同旋角影像连接问题,提出了利用房屋上丰富的水平和竖直线信息,结合传统摄影测量航带连接方法来进行地面获取房屋序列影像连接的新途径。首先对地面获取的房屋序列影像中的竖直影像采用传统的摄影测量航带连接方法组成影像条带,其次对序列影像中大倾角影像采用房屋上平行线解求影像角元素,并在固定角元素的情况下,与影像条带相连接。实验证明该方法能实现影像条带的连接,并能较好地改善房屋平面坐标解算精度。     

中国大陆东部现今岩石圈结构的板条构造分区

中国大陆以银川－昆明－线（１０５°±２°Ｅ）为界,其西部和东部的岩石圈结构,构造等多方面均表现出重大差异,而且,根据山川大势和新构造断裂、地震活动、重力和地壳厚度、地磁异常、人和幔内高导层等方面的表现,西部和东部都可以再分出若干二级构造分区。以东部地区为例。本文 其分为东北区、东北区、大华北区、华中区、华南区、华南区和南海区,这七个二级构造区之间依次 被47°N构造线、阴山构造带、34°N构造线、北岭构造带、南岭构造带和20°N构造线等 所分隔。这组构造分区的基本特征是．近东西走向,宽度都在5个纬度左右,平行排列 彼此在岩石圈结构组成、构造变形的历史、方式和强襄等各方而都有明显差别．故称之 为板条状构造分区．它们是在中生代晚期以来对早期老构造进行强烈改造的过程中形成的。     

副溶血弧菌胶体金快速检测试纸的研制及应用

副溶血弧菌(Vibrio parahaemolyticus)是海水养殖动物弧菌病的主要病原菌之一。为实现对该菌的现场快速检测,本文以制备的兔抗副溶血弧菌多克隆抗体作为金标抗体,提取副溶血弧菌的外膜蛋白、鞭毛蛋白、胞外产物和全菌蛋白,以不同浓度的4种抗原蛋白作为4条检测线(T1~T4),特别在T4线设置全菌蛋白,基于竞争免疫层析原理研制出副溶血弧菌胶体金快速检测试纸。使用该试纸检测了副溶血弧菌(V.parahaemolyticus)、鳗弧菌(V.anguillarum)、溶藻弧菌(V.alginolyticus)、哈维氏弧菌(V.harveyi)和鱼肠道弧菌(V.ichthyoenteri),检测结果表明其能够准确鉴别副溶血弧菌感染,排除其他菌的交叉反应干扰。副溶血弧菌快速检测试纸的最低检测限为5×105 cfu·mL^-1,感染副溶血弧菌的牙鲆组织的检测结果与ELISA结果一致。本文研制的试纸具有较高的特异性与准确性且操作简单,为现场快速检测副溶血弧菌提供了有力工具。     

深层喷粉搅拌桩在地基加固工程中的应用研究

通过深层喷粉搅拌桩在榆林地区中级法院住宅楼地基加固工程中的成功应用 ,从设计、施工工艺、检测及技术经济综合分析提出了条基下单排或双排布桩的新思路及有关参数计算方法和验算过程。     

Lateral force and centroid location caused by horizontal and vertical surcharge strip loads on a cross‐anisotropic backfill

This work presents analytical solutions for determining lateral force (force per unit length) and centroid location caused by horizontal and vertical surcharge surface loads acting on a cross‐anisotropic backfill. The surcharge loading types are point load, line load, uniform strip load, upward linear‐varying strip load, upward nonlinear‐varying strip load, downward linear‐varying strip load, and downward nonlinear‐varying strip load. The planes of cross‐anisotropy are assumed parallel to the backfill ground surface. The proposed solutions, derived by integrating the lateral stress solutions (Int. J. Numer. Anal. Meth. Geomech. 2005; 29 :1341–1361), do not exist in literature. Clearly, the type and degree of material anisotropy, loading distance from the retaining wall, and loading types markedly impact the proposed solutions. Two examples are utilized to illustrate the type and degree of soil anisotropy, and the loading types on the lateral force and centroid location in the isotropic/cross‐anisotropic backfills generated by the horizontal and vertical uniform, upward linear‐varying and upward nonlinear‐varying strip loads. The parametric study results demonstrate that the lateral force and centroid location accounting for soil anisotropy, loading distance from the retaining wall, dimension of the loading strip, and loading directions and types differ significantly from those estimated using existing isotropic solutions. The derived solutions can be added to other lateral pressures, such as earth pressure or water pressure, required for stability and structural analysis of a retaining wall. Additionally, they can simulate realistically actual surcharge loading problems in geotechnical engineering when backfill materials are cross‐anisotropic. Copyright © 2007 John Wiley & Sons, Ltd.     

Water problems in Gaza Strip,Palestine

The only source for water in Gaza strip, southern Palestine, is the groundwater aquifer. The Pliocene - Pleistocene aquifer has two serious problems: quantity and quality. This study is an attempt to identify the problems and to suggest solutions for water problems in Gaza strip. In addition, some rules for rehabilitation of the aquifers were suggested.     

裂隙性膨胀土饱和-非饱和渗流分析

降雨入渗条件下的裂隙性膨胀土边坡稳定性与其渗流场分布密切相关,对渗流分析中的积水深度进行了数值模拟,结果显示,不同的积水深度对渗流场的影响很小,因此,在进行裂隙性膨胀土渗流分析时,积水深度为0的假定是可以接受的。基于膨胀土开裂裂隙的规模及渗透性的不同,提出了考虑裂隙系统的膨胀土边坡渗流分析方法,计算结果表明,土体开裂显著改变了膨胀土内部的渗流场分布。该方法可以更好地模拟坡渗流场随时间的变化规律,以及更合理地解释了降雨入渗引起的膨胀土边坡浅层滑动机制。