基于SolidWorks三维设计的短螺旋钻头引导叶片受力分析     

冯美贵史新慧  黄玉文胡继良 杨鹏 《探矿工程》2007,34(12):23-24

以SohdWorks为平台，对短螺旋钻头引导叶片的受力进行了模拟分析。从螺旋锥角与最低安全系数变化关系中得出，当引导螺旋钻头承压一定时，其安全系数随着螺旋锥角增大而增大，但增大到一定值时又随之减小。  相似文献   

Splatting算法在三维CT迭代算法中的应用     

莫会云  潘晋孝 《CT理论与应用研究》2007,16(3):6-12

采用代数重建技术重建三维物体,提出了一种基于splatting原理的ART权值计算方法,以增强重建图像的空间分辨率.该算法基于三维锥束扫描方式,采用双三次样条局部基函数作为插值核,并利用其足印函数对物体进行插值来计算像素的权值.与常量插值相比,这种方法对物体的灰度值有更精确的近似,在相同的实验条件下可重建出分辨率高的物体.给出了适用于三维锥束重建的splatting算法的具体实现,并对实验数据进行了实物重建及误差分析.  相似文献   

Algorithm for generating dem based on cone   总被引：1，自引：0，他引：1  

JIANG Hongfei 《地球空间信息科学学报》2000,3(3):30-33

Digital elevation model (DEM) has a variety of applications in GIS and CAD.It is the basic model for generating three-dimensional terrain feature.Generally speaking,there are two methods for building DEM.One is based upon the digital terrain model of discrete points,and is characterized by fast speed and low precision.The other is based upon triangular digital terrain model,and slow speed and high precision are the features of the method.Combining the advantages of the two methods,an algorithm for generating DEM with discrete points is presented in this paper.When interpolating elevation,this method can create a triangle which includes interpolating point and the elevation of the interpolating point can be obtained from the triangle.The method has the advantage of fast speed,high precision and less memory.  相似文献   

Constraints on the age of Lake Nyos, Cameroon     

S. J. Freeth  D. C. Rex 《Journal of Volcanology and Geothermal Research》2000,97(1-4)

The upper 40 m of Lake Nyos are retained by a weak natural dam which, if it were to fail, would not only devastate the area hit by the 1986 gas disaster but would also cause a serious flood to surge down the Katsina Ala into Nigeria. The age of the pyroclastic cone, of which the dam is the last remnant, is therefore of great practical importance to the people of the area. If the pyroclastic cone is only a few hundred years old, as some have suggested, then it is eroding away quickly and the dam must surely fail in the very near future. If, on the other hand, it is many thousands of years old, then there is less immediate cause for concern.The age of the pyroclastic cone can be constrained in three ways:(1) Two samples of basalt, one from the dam itself and one from a lava flow which post-dates the pyroclastic cone, have both yielded K–Ar ages in excess of 100,000 years.(2) Photographic evidence indicates that there has been no detectable change (>2 m) to the width of the dam since 1958. This constrains the average erosion rate and suggests that the pyroclastic cone is at least 4000 years old.(3) Cores from sediment deposited after the level of a small lake to the northeast of Lake Nyos was raised by a debris slide from the pyroclastic cone, contain no volcanic ash. A sample from the base of this sequence has yielded a radiocarbon age of 2700 years.The Lake Nyos dam must therefore be, at the very least, a few thousand years old and although its general stability must give serious cause for concern there is no reason to suspect that the rate at which it is currently eroding away is of itself sufficient to pose an immediate threat.  相似文献   

矿用牙轮钻头大跑道材料表面处理分析          下载免费PDF全文

卜长根王成彪  王树理 《探矿工程》2000,(5):20-21

分析比较了国内外矿用牙轮钻头所采用材料、热处理工艺的特点,欲提高牙轮钻头的寿命,除了从材料和热处理工艺方面入手外,还需考虑加工,装配等方面因素的影响。  相似文献   

黄骅港湾地区真空预压处理后地基静力触探研究     

湛川  高文龙  周旭荣  孙晓明  赵剑涛 《岩土力学》2006,27(12):2273-2276

软土地区地基真空预压处理后静力触探经验公式在国内未见报道。经过多年在黄骅港湾地区真空预压处理后地基的静力触探实践,通过11个场地静力触探锥尖阻力qc与地基土真空预压处理后物理力学指标平均值的相关分析研究,得出了一套地基真空预压处理后静力触探经验公式,对沿海软土区划分地层,计算地基承载力、压缩模量、不排水抗剪强度、桩极限侧阻力,预压处理层性质的评价等具有重要参考意义。  相似文献   

CONE模型与地基动力液化的非线性有效应力分析   总被引：3，自引：0，他引：3  

陈文化 《岩土力学》2003,24(1):40-44

在分析建筑物地基的地震（或振动）液化时,为了简化分析土壤-地基的动力相互作用,引入Cone模型,在总应力分析的方法基础上,结合了Martin等提出的孔隙水压力发展模型,并且考虑土壤发生液化的动力非线性过程中材料刚度退化的影响,提出了可以直接求解各区域的孔隙水压力的有效应力简化分析法,并进行液化可能性判别。  相似文献   

海底麻坑内外土体物理力学特性差异研究   总被引：1，自引：0，他引：1  

何旭涛  张秀峰  舒琪  李世强  宋湦  彭维龙 《海洋科学》2020,44(2):131-137

为了研究海底麻坑内外土体物理力学特性的差异,以杭州湾口外软土海底发现的大型麻坑为研究对象,分别在麻坑内外进行了4站15m孔压静力触探(CPTU)测试、2口钻孔共48个柱状样样品的常规土工试验,结果表明麻坑内土体相较麻坑外土体抗剪强度高、压缩模量大,饱和度、孔隙率和含水量低,而浅层气在海底土体中的赋存形式是造成这种差异的主要原因。  相似文献   

盐酸及乙酸介质中的碳酸盐岩溶蚀表面特征及机理——以南堡凹陷为例   总被引：1，自引：0，他引：1  

朱文慧  曲希玉  邱隆伟  陈勇  龚发雄  吴思萱 《矿物岩石地球化学通报》2015,(3)

为了研究酸性条件下碳酸盐岩的溶蚀表面特征及机理,以南堡凹陷及周边凸起区10个典型碳酸盐岩样品为研究对象,进行乙酸和盐酸溶液的溶解实验,并通过扫描电镜观察样品的溶蚀特征。结果显示,岩石结构和矿物成分的选择性溶蚀,是碳酸盐岩溶蚀过程中的主要作用形式;方解石和白云石均存在特有的溶蚀现象,即"溶蚀晶锥"方解石和"蜂窝状"白云石,为晶体选择性溶蚀的产物;表生条件下,灰岩中少量白云石的加入能够增加方解石的溶解度,白云石的含量上限为13%,超过该界限,随白云石含量的增加,溶蚀作用减弱。  相似文献   

大豆脲酶促沉碳酸钙改良砂土地基承载特性模型试验研究：基于静力触探试验     

郎钞棚  马明  邱立冬  杨远江  李明东 《高校地质学报》2021,27(6):784-788

大豆脲酶促沉碳酸钙（SUICP）是一种新型土体改良技术,碳酸钙充填土内孔隙、胶结土颗粒,必将提高地基承载力。为了定量研究SUICP 灌浆对砂土地基承载力的提高作用,开展了内径38.5 cm、高度100 cm的砂柱模型试验,碳酸钙沉积量为砂土质量的3%,基于静力触探试验对地基承载特性改良效果进行了研究。发现砂土地基SUICP 灌浆处理前的锥尖阻力平均值为0.564 MPa,处理后平均值为0.783 MPa,增加38.9%;侧壁摩阻力处理前平均值为19.08 kPa,处理后平均值为26.92 kPa,增加49.83%;砂土地基承载力处理前平均值为79.02 kPa,处理后平均值为108.64 kPa,增加了45.09%。SUICP灌浆提高地基承载特性的原因包括两个方面,一是碳酸钙将砂土颗粒黏结在一起使得颗粒变大,二是碳酸钙的填充作用使得土体更加密实。通过本研究证实了SUICP灌浆对砂土地基承载力的提高作用,解释了发生机理。研究中也发现砂土地基改良的均匀性并不理想,还要进一步探索其发生机理,并研发更好的灌浆技术提高均匀性。  相似文献