武汉钰龙金融广场超深基坑工程设计方案选型          下载免费PDF全文

杜魁  余小国  岳丽娜  李超 《探矿工程》2015,42(12):28-33

以武汉钰龙金融广场超深基坑工程为实例,在结合常用的深基坑设计方案的基础上分别从基坑总体设计方案选定、基坑围护体系选定和设计、支撑体系选定、基坑降水选定、土方开挖方案选型和换撑方案的选定等方面进行探讨,并确定最终的基坑工程设计方案选型,即地下连续墙围护+3道内支撑+管井降水处理承压水的支护方案。  相似文献   

赤泥库大坝渗漏分析及灌浆处理技术          下载免费PDF全文

黄全海  赵尊亭  王利芳 《探矿工程》2015,42(11):66-69，79

由于施工质量问题,洛阳一个赤泥库大坝在试运行中发生大面积渗漏及管涌。在对渗漏原因进行分析的基础上实施的在坝内坡增设土工膜、坝轴线上游增设帷幕灌浆防渗墙、坝体下游坡面增设排渗沟和排水棱体等抢险加固措施,有效地解决了坝体渗漏问题。在灌浆处理过程中,针对筑坝材料的复杂性和不均匀性,通过施工前的灌浆试验,取得了适合本场地条件的钻孔施工工艺参数及灌浆方式、灌浆压力、灌浆段确定、水灰比比级等施工技术参数,确保了灌浆处理的效果。  相似文献   

陕西省明长城文物保护监测     

南竣祥  李海泉  杨啸宇  李俊  周磊 《测绘与空间地理信息》2015,(2):45-47

结合地理国情普查试点工作的技术和方法,详细阐述了陕西省明长城文物保护监测生产过程中地理国情要素信息提取方法,获取明长城监测数据,对监测成果进行统计分析,总结明长城文物保护监测生产技术方法,并提出保护明长城的建议.  相似文献   

地面固定式激光扫描点云中建筑物墙面信息的识别提取     

陈源恺 《测绘与空间地理信息》2015,(11)

地面固定式激光扫描系统能够获取大面积高分辨率的被测对象表面三维数据,本研究通过对固定式LiDAR激光数据做初分类,从地面点中粗提取具有少量噪声的建筑墙面数据,然后利用平面区域分割算法和立面约束条件提取建筑物墙面数据。在对两份固定式三维激光扫描点云的实验中,通过对不同分辨率的数据利用本文所提算法都取得了较好的墙面提取效果,实验证明了该方法的有效性。  相似文献   

Displacement transfer from fault-bend to fault-propagation fold geometry: An example from the Himalayan thrust front     

《Journal of Structural Geology》2015

The leading edge of the ENE-trending Himalayan thrust front in Pakistan exhibits along-strike changes in deformational style, ranging from fault-bend to fault-propagation folds. Although the structural geometry is very gently deformed throughout the Salt Range, it becomes progressively more complex to the east as the leading edge of the emergent Salt Range Thrust becomes blind. Surface geology, seismic reflection, petroleum well, and chronostratigraphic data are synthesized to produce a 3-D kinematic model that reconciles the contrasting structural geometries along this part of the Himalayan thrust front. We propose a model whereby displacement was transferred, across a newly-identified lateral ramp, from a fault-bend fold in the west to fault-propagation folds in the east and comparable shortening was synchronously accommodated by two fundamentally different mechanisms: translation vs. telescoping. However, substantially different shortening distribution patterns within these structurally contrasting segments require a tear fault, which later is reactivated as a thrust fault. The present geometry of this S-shaped displacement transfer zone is a combined result of the NW–SE compression of the lateral culmination wall and associated tear fault, and their subsequent modification due to mobilization of underlying ductile salt.  相似文献   

尼罗罗非鱼(Oreochromis niloticus Linn)胃酸的PH值,周日变化及其在消化兰藻中的作用     

吉滨河  周路  曾纪财 《广东海洋大学学报》1989,(Z1)

通过测定喂食水华微囊藻的尼罗罗非鱼胃PH值、不同颜色粪便的叶綠素/脱镁叶綠素比例,发现尼罗罗非鱼具有一个与摄食相关的胃酸分泌周期。摄食旺期胃平均PH值为1.47,最低值为0.8。停食后PH值升高,最大值为6.0。用不同浓度的盐酸处理水华微囊藻和对不同颜色粪便的营养分析结果表明,高浓度的胃酸(PH<2)溶解了水华微囊藻细胞壁,为肠消化酶对细胞内含物进行消化创造了先决条件。  相似文献   

基于摄影测量的宁夏明长城资源调查     

魏岳 《东北测绘》2012,(10):199-200,204,207

长城是中华民族的象征,是世界上规模最大的文化遗产。但近年来长城却面临着严重的人为破坏和自然破坏的威胁,特别是人为破坏日益加剧。为进一步加强长城保护管理工作,实施宁夏境内明长城资源调查项目,开展明长城基础地理信息数据生产、明长城专题要素数据采集、测量明长城长度、制作明长城专题影像图等工作。  相似文献   

A hybrid discrete–finite element model for numerical simulation of geomaterials     

Ali Fakhimi 《Computers and Geotechnics》2009

A hybrid discrete–finite element model is introduced for simulation of mechanical behavior of geomaterials. The soil or rock is modeled as a system of discrete balls that interact through normal and shear springs. The balls can be bonded at the contact points to withstand the applied deviatoric stresses. The important feature of this model is that the confining walls that can be imagined for example as the surrounding membrane or the mold in a physical test are modeled by deformable finite elements. This allows simulation of laboratory test features more realistically compared to the situations where the surrounding walls are rigid. The relationships between micro- and macro-properties are investigated in this paper as well. These relationships and the corresponding curves are helpful tools in calibration of the numerical model for the macroscopic elastic properties.  相似文献   

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

Cheng He  James Nodwell Taylor  Quintin Rochfort  David Nguyen 《国际泥沙研究》2021,36(2):235-242

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.  相似文献   

CFRP加固一字形竖缝耗能预制剪力墙抗震性能研究     

王宇亮  何斌  张玉敏  李祥  庞豹 《震灾防御技术》2021,16(3):544-553

以一字形竖缝耗能预制剪力墙作为研究对象,设计了3个装配式剪力墙试件及1个现浇剪力墙对比试件,进行低周往复荷载试验,并对破坏墙体进行CFRP加固,再次进行拟静力试验。试件变化参数包括轴压比、混凝土强度等级及配筋率,对比分析加固前后试件滞回性能、刚度退化、承载力和耗能能力等性能。试验结果表明,与现浇剪力墙相比,一字形竖缝耗能预制剪力墙工作性能良好,阻尼器屈服耗能提高了试件整体工作性能;CFRP加固可有效抑制墙体斜裂缝的发展,对墙体承载力及耗能能力均有显著改善作用;各试件均满足剪力墙弹塑性层间位移角限值要求,延性较好;试件整体表现出良好的抗震性能。  相似文献