GIS服务在测绘应急保障体系中的应用

本文研究基于GIS服务,建立一套地理空间数据快速提取、遥感影像快速纠正和遥感影像快速制图的软件服务平台,实现成果数据由人工被动提供到计算机主动提供的转变.通过四川汶川地震灾后恢复重建测绘专项建设工程的实际应用证明,平台可以实现基于GIS服务的控制点选取、DEM提取、遥感纠正及多源异构数据的智能提取;利用该平台完成了阿坝州测绘保障与援助项目、“8.13泥石流”抢险救灾的遥感影像纠正处理及影像挂图的制作.     

新疆白干湖钨锡矿区岩心钻探施工技术

随着西部大开发及国家三五八工程的开展,新疆昆仑山脉高海拔无人区成为地质找矿的重点,如何提高昆仑山脉钻孔钻探施工的效率,是当前岩心钻探施工的重点。通过白干湖钨锡矿岩心钻探的施工情况论述了该工程的施工经验和方法。     

刚性挡土墙后三维被动滑裂面的模型试验

针对无黏性土体,采用模型试验的方法,研究平移模式下刚性挡土墙后被动破坏滑裂面的空间形态。自主设计一种模型试验装置,重复开展6次试验,通过记录挡土墙后土体中预埋脆性玻璃条断裂的空间坐标,复原土体发生滑动的位置,绘制出挡土墙后滑裂面的三维形态图。试验结果表明：挡土墙后滑裂面具有明显的三维效应;挡土墙宽度内滑裂面纵向高度呈先缓慢增高后近似直线增高的曲面,初始破裂角度为9°,平均破裂角为26°,朗肯土压力理论的破裂角为28°;最大纵向破裂面长度为1.8倍挡土墙高度,与经典土压力理论的平面假定基本一致;滑裂面均有一定的横向扩展,主平面投影以初始扩散角约45°的斜线往外扩展,距离挡土墙最远处是宽度为0.7倍挡土墙宽度的水平线,斜线与水平线之间以半径为挡土墙宽度的圆弧过渡连接。研究结果为分析土体被动破坏的滑裂面空间形态提供了试验依据。     

福建龙永煤田二叠纪(竹蜓)生物带的面貌特征与对比

研究地层是有效寻找沉积矿产的重要基础,将龙永煤田内关于的层位及分带性与大区域上的相似层位作了对比,并论述了本煤田的特征与变迁的基本过程。最后,结合多年来的研究成果,就煤田内的产出情况,作了两点必要的说明。     

长春市深部地下水赋存规律之我见

长春市北西或北北西向扭性断裂或断裂带是客观存在，它对长春市深部地下水循环与循存起控制作用，是深部基岩裂隙水的主要导水通道，且大都为富水带。原北东向压扭性断裂或断裂带起阻水作用，二者相得益彰。笔者于长春北郊贫水区，利用这一新理论，在水文地质调查基础上，结合多种水文物探手段布孔凿井，打出一口水量丰富的优质矿泉水井，进而验证了北西向富水说，了箕市深部地下水赋存规律的新认识，此说不但对长春市供水有实际意义     

小型空心砌块建筑墙体施工技术

某工程设计采用轻质砼小型空心砌块墙体,在施工过程中,从各个建筑细部上很下工夫,精益求精,使施工质量得到保证,本文介绍其施工技术与细部做法。     

Wall effect of underwater explosion load based on wave motion theories

Owing to the existence of the flow field boundary, the shock wave load near the boundary is different from the freefield shock wave load. In the present paper, the hull plate load subjected to underwater shock wave is investigated based onwave motion theories; in addition, the experimental study of the hull plate load is carried out. According to the theoreticalanalysis of the hull plate pressure, we find that the hull plate pressure oscillates repeatedly and decays rapidly with timepassing, the maximum hull plate pressure is 2/（1＋n） times the maximum free field pressure, where n is the ratio ofimpedance, and the impulse is much smaller than the free field impulse. Compared with the experimental study, thetheoretical results agree well with the experimental data.     

A new portable in situ flume for measuring critical shear stress on river beds

A new portable in situ flume(PISF)for measuring critical bed shear stress(CBSS)was developed in this study.The PISF consists of an open bottom sediment erosion chamber and an electrically-driven pump.Unlike most existing in situ flumes with similar designs,the new PISF does not rely on monitoring the flow conditions or particle density in the sediment erosion chamber;instead,it is a pre-calibrated flume.The calibration was performed by first determining CBSS of various selected sediment samples of known particle size and density(using the law of the wall),based on flow velocity-depth profiles measured in a 6 m straight open-channel flume using a Particle Image Velocimetry(PIV)system.These same particles of known CBSS were then used in the new in-situ flume under controlled lab conditions to obtain a series of calibration curves of CBSS vs.pump electrical power.A wide variety of particle types and sizes(simulated sediments)were used in this two-step calibration procedure to widen CBSS measurement range and simulate cohesive force effects.The size of the PISF is much smaller and more practical than other similar devices as lamellar flow conditions are not required and it can be applied to a wide range of sediment types including cohesive sediments.     

X射线荧光探矿技术在福建紫金山铜矿区的应用效果

应用放射性同位素x射线荧光分析仪测定各种元素含量在许多文献中均有报道。本文主要介绍84A86型轻便x射线荧光分析仪首次在福建省紫金山铜矿区测定粉末样、块状岩心、坑道壁中铜矿的含量及其所取得的经济效益。     

真空预压法在珠江流域某冲填土场地的应用

依托珠江流域某冲填土场地工程实例,介绍了真空预压法的施工参数及应用效果,另对“薄弱部位”泥浆搅拌桩密封墙处地层的强度进行了定量分析,结果表明真空预压法适用于此类场地,加固效果明显,但密封墙位置强度降幅较大,需采取换填等措施二次处理后才能使用,可为其他类似工程提供参考经验.