Similarity identification method on formational interfaces and application in general granite

An instrumented drilling system can be applied for the acquisition of drilling process parameters.The system can provide continuous and huge data for geotechnical engineering.However, due to the complexity of ground strata, the variation in the drilling parameters with stratigraphical characteristics is great and the correlation between likely comparable parameters is not high, which limits the use of conventional correlation approaches in this field.How to use the data for engineering and how to get a reasonable interpretation for the relationships among the drilling parameters, as well as between a drilling parameter and formational character-istics, become a technical choke point for the development and application of the instrumented drilling system.Based on similarity criteria, the extraction of sample data and characteristics, the pretreatment of data and feature matching algorithms have been ana-lyzed and an approach of slope coefficient searching identification has been established.A case study was carried out for the similar-ity between the rotational speed of the drill bit, flushing pressure, and effective thrust force graphics in general weathered granite.The result shows that the similarity coefficients between the rotational speed of the drill bit, flushing pressure, and effective thrust force are 0.72 and 0.83, respectively.Although there are differences between the distances of the graphics, the curves of both rota- tional speed and flushing pressure agree with the effective thrust curve in shape, which provides a possible method for the identifica- tion of various formations by use of the similarity between feature drilling parameters.     

Model test of the cutting properties of a shearer drum

According to similarity theory, we carded out a dimensional analysis of the shearer drum correlation parameters and built similarity criteria. Based on these, similarity models of shearer drums were developed. Simultaneously, based on an estab-lished cutting testbed of the coal and rock, cutting tests of different pick arrangements of the drum models were carried out, where the compressive strength of the analogous cutting material was 2.48 MPa and the drum rotary speed 67.5 r/min. The variance, the mean values, maxima and mean maxima of the torque load were analyzed for different type drum models. Moreover, the relation-ships between the type of pick arrangements and the cutting lump coal percentage were studied. The results indicate that the load fluctuation of the sequence drum is larger than that of the punnett square drum in the cutting process and the lump coal percentage and economic benefits of the sequence drum are inferior to the punnett square drum. We conclude that the punnett square drum is superior to the sequence drum.     

Deformation characteristics of surrounding rock of broken and soft rock roadway

A similar material model and a numerical simulation were constructed and are described herein. The deformation and failure of surrounding rock of broken and soft roadway are studied by using these models. The deformation of the roof and floor, the relative deformation of the two sides and the deformation of the deep surrounding rock are predicted using the model. Measurements in a working mine are compared to the results of the models. The results show that the surrounding rock shows clear rheological features under high stress conditions. Deformation is unequally distributed across the whole section. The surrounding rock exhibited three deformation stages: displacement caused by stress concentration, rheological displacement after the digging effects had stabilized and displacement caused by supporting pressure of the roadway. Floor heave was serious, accounting for 65% of the total deformation of the roof and floor. Floor heave is the main reason for failure of the surrounding rock. The reasons for deformation of the surrounding rock are discussed based on the similar material and numerical simulations.     

超高层钢结构建筑圆管柱的制作技术探讨

随着钢结构的不断发展,钢结构在越来越多的领域得到了广泛的应用,其技术日益成熟.为了不断提高钢结构工程的制作技术,根据青岛开发区国际贸易中心钢结构的特点和设计要求,结合其制作过程中的加工工艺,介绍了超高层钢结构建筑主体——大型圆管柱在制作中的生产工艺和加工流程,重点阐述了圆管柱的制作、组装、焊接等方面的要点,提出了一些加工过程中的建议,对其他相同结构形式的钢结构建筑具有一定的借鉴作用.     

基于未知度的Vague集相似度量新方法

分析了现有的相似度量方法,指出影响Vague集相似度量的因素和衡量Vague集相似程度的必要参数,为研究Vague集相似度量提供了参考,提出了一种新的Vague集相似度量的方法,通过实验结果表明,新的方法区分能力高,而且有更好的度量效果.     

英语隐喻性词义的认知心理透视

从认知心理学视角探讨、分析英语隐喻性词义的认知和思维过程,揭示了隐喻对词义形成的影响,从而说明词的比喻意义是词汇原始意义的引申,是词语在原始意义基础上所进行的深层语义联想和推测.此外,用实例说明隐喻性词义是跨域映射的结果,相似性和类比思维起至关重要的作用.词的隐喻用法增强了语言表达的生动性和形象性.     

一种基于空间直方图的Mean-Shift跟踪算法*

经典的Mean-Shift跟踪算法以颜色直方图为特征对目标进行跟踪。颜色直方图反映的是图像中颜色的组成情况,即出现了哪些颜色以及各种颜色出现的次数。颜色直方图具有旋转不变性、缩放不变性等优点,经常用于图像检索,即通过比较颜色直方图的差异来衡量两幅图像在颜色全局分布上的差异。但是颜色直方图不能反映颜色的空间分布特征,当跟踪目标与背景色颜色相近时可能造成错误跟踪,导致跟踪失败。考虑目标颜色空间分布特征,将空间分布信息融入颜色直方图中,提出了基于空间颜色直方图的Mean-Shift跟踪方法,全面地反映了颜色的整体分布信息和空间分布信息。在VC 6.0上利用新方法和经典Mean-Shift跟踪方法分别对发生遮挡的视频和快速运动的视频进行跟踪,实验结果表明,提出的新方法能够更好地对目标进行跟踪,避免跟踪过程中的目标丢失。     

一种基于Normal矩阵的时间序列聚类方法*

提出了一种基于Normal矩阵的时间序列聚类方法。该算法首先对时间序列数据进行向量形式转换,计算出各个时间序列间的相似度并构建复杂网络,然后利用基于Normal矩阵的方法进行复杂网络社团划分,同一类的时间序列被划分到一个社团,即实现对时间序列数据的聚类。为了验证该方法的可行性和有效性,将其应用于股票时间序列数据聚类分析中,并在两个实际的数据集上与其他方法相比较,取得了较好的实验结果。     

基于集对分析相似预测模型的最高洪水水位预报

针对洪水变化过程难以预料、洪水水位与其影响因子之间复杂的非线性关系及其危害范围广等特点,提出将集对分析检验与互相关系数统计假设检验相结合,识别影响最高洪水水位变化的主要预测因子,进而建立了基于集对分析的最高洪水水位相似预测模型（SPA-SF）。计算结果表明：采用SPA-SF预测最高洪水水位,预测概念清晰,计算直观,结构清晰且预测精度较高,为准确预测最高洪水水位提供一种新的理论依据。     

一般均质地面承载力现场试验

为了评判施力盘作用下地面的承载安全,进行了一般均质地面承载力静态与动态荷载现场试验.采用平板载荷静态加载方法进行了模拟施力盘静态荷载的平板载荷试验,根据相似准则π定理进行了缩比施力盘动载试验.在现场试验的基础上研究了静载条件下沉降量随时间变化的S-t曲线,不同尺寸承载板在相应载荷作用下的地面土体沉降量之间关联关系的P-S/D曲线及动、静荷载下载荷与沉降量关系的P-S曲线以及动静载荷对比的P-S曲线.分析结果表明:对于进行现场试验的均质地面,S-t曲线表明静态加载方法合理;P-S/D曲线在极限载荷内呈线性比例关系;动载下的沉降量S远远小于静载条件下的沉降量S,动载下的土体变形刚度较静载下的变形刚度高,瞬间动态荷载造成的地面沉降可忽略.