设计变更统计分析为质量改进指出方向     

罗明 《中国勘察设计》2011,(7):64-67

持续提高设计质量,是工程设计企业永恒的目标。设计变更是工程建设过程中的客观存在,是设计的延伸,也是保证工程实体质量的一个重要环节。本文介绍如何利用数理统计方法,对设计变更进行统计和分析,为设计质量改进指出方向。  相似文献   

惠民凹陷西部沙四下亚段冲积扇沉积类型与成因分析          下载免费PDF全文

张鑫  张金亮 《沉积与特提斯地质》2011,(4):20-27

本文在岩心观察和描述的基础上,结合地震、测井等资料及平面上砂体的分布形态,对惠民凹陷西部沙四下亚段的沉积特征及成因进行了研究。认为研究区沙四下亚段主要发育冲积扇沉积的泥石流扇和辫状河扇两种类型,共识别出了6种沉积微相。宁南断层和无南断层下降盘发育大面积的辫状河扇沉积。砂体垂直岸线分布,延伸距离较远。平面上分布呈扇形,沉积相带分异不明显,主要沉积微相为辫状河道、河道砂坝与河道间沉积。邻近齐广断层断崖处发育泥石流扇沉积,砂体不甚发育,与辫状河扇相比,该沉积类型砾岩富集,扇体规模较小。相带变化比较明显,主要沉积微相为泥石流沉积、河道沉积与漫流沉积。该沉积体系的形成主要受构造活动、古地貌、物源区性质与古气候等因素的影响,断裂活动是该沉积体系形成的决定性因素。  相似文献   

Rheological properties of the upper mantle of Northern Eurasia and nature of regional boundaries according to the data of long-range seismic profiles   总被引：1，自引：0，他引：1  

N.I. Pavlenkova 《Russian Geology and Geophysics》2011,52(9):1016-1027

Deep seismic investigation carried out in Russia in long-range profiles with peaceful nuclear explosions allowed clarifying in details the structure of the upper mantle and the transition zone down to the depth of 700 km within the huge territory of old and young platforms of Northern Eurasia. Variability of horizontal heterogeneity of the upper mantle depending on the depth serves to qualitative estimation of its rheological properties. The upper part of the mantle to the depth of 80–100 km is characterized by the block structure with significant velocity steps of seismic waves at the blocks often divided by deep faults. This is the most rigid part of lithosphere. Below 100 km horizontal heterogeneity is insignificant, i.e., at these depths the substance is more plastic and not capable to retain block structure. On the lithosphere bottom at the depth of 200–250 km plasticity increase is observed as well but the zone of the lower velocities that might have been bound with the area of partial melting (asthenosphere) has not been found. These three layers with different rheological properties are divided by seismic boundaries presented by thin layering zones with alternating higher and lower velocities. At the specified depths any phase boundaries have been distinguished. These thin layering zones are assumed to form due to higher concentration of deep fluids at some levels of depths where mechanical properties and permeability of substance change. Insignificant number of fluids may result in appearance of streaks with partial or film melting at relatively low temperature—to the rise of the weakened zones where subhorizontal shifts are possible. According to seismic data in many world regions seismic boundaries are also observed at the depth of about 100 and 200 km; they may be globally spread. There are signs that areas of xenoliths formation and earthquake concentration, i.e., zones of high deformations, are confined to these depths.  相似文献   

井外爆炸点源激发井孔声波场   总被引：1，自引：0，他引：1  

周来江  张玉君  崔志文  王克协 《吉林大学学报(地球科学版)》2011,41(1):299-304

利用井外爆炸点源激发的声波场与井孔的相互作用模拟井间地震的物理过程,推导了全频域井孔内外声波场的理论计算公式,并针对不同震源主频、不同源距(震源到井轴的径向距离)和软硬地层进行了井内声场的全波模拟与频率-相速度分析。结果表明:井外爆炸点源激发井孔内外的声场等效于无穷多级声场迭加的结果;震源靠近井壁时的频率-相速度图与震源在井内时相似;震源的主频越高、源距和接收器离井轴的径向距离越大、地层越硬,则顾及的多级声场的项数就要越多;震源主频越低、源距越小,井中激发的斯通利波则越强。  相似文献   

减小离散误差的时频峰值滤波算法   总被引：1，自引：0，他引：1  

林红波  李月  徐学纯  马海涛 《吉林大学学报(地球科学版)》2011,41(2):572-578

提出减少时频峰值滤波分段点处阶跃误差的改进方法。经过研究时频峰值滤波在频率调制和时频平面峰值滤波时产生的离散误差以及尺度变换方式,发现分段点处阶跃误差与离散傅里叶变换的长度成反比,且与零点在尺度变换后产生的不确定值有关。提出基于定零点尺度变换的时频峰值滤波,在信号尺度变换时将零点变换到瞬时频率区间上的固定值,使各段时频峰值滤波零点偏移量一致,从而消除分段点处的阶跃误差。仿真实验和实际地震信号时频峰值滤波处理结果表明,改进的时频峰值滤波算法能够有效消减随机噪声,减少分段滤波在分段处的阶跃。  相似文献   

煤田采区高分辨三维地震勘探激发参数的优选     

蔺国华  倪新辉  杨文强 《中国煤炭地质》2011,(10):62-65

三维地震勘探取得可靠数据的前提是获得最佳的的激发参数,即激发井深和激发药量。双井微测井是一种行之有效的确定激发参数的方法。以某区25m双井微测井为例,介绍了通过不同激发井深的接收排列图及频谱分析图确定潜水面位置及最佳激发深度的方法;在确定的最佳激发层位上进行不同药量试验,结合目的层有效波时窗频谱图,综合考虑有效信号、地震子波频谱及信噪比等因素选择最佳激发药量。通过双井微测井工作,最终确定潜水面位置为6m,最佳激发深度为11m,激发药量为2kg。  相似文献   

煤矿三维地震勘探技术发展趋势     

杨德义  赵镨  王慧 《中国煤炭地质》2011,(6):42-47,55

我国煤田三维地震勘探经过20余年的发展,已成为当前煤田地质勘探的主流技术,随着煤矿采掘现代化及安全保障系统对勘探精度要求的提高,三维地震勘探技术也须与之相适应,不断地探索与发展。参考近年来相关研究成果与勘探实例,对可在煤田地质勘探中大面积推广应用的三维地震勘探技术进行了介绍,其中包括：高密度空间采样、数字检波器、高精度静校正技术、叠前时间（深度）偏移技术、分频解释技术、波阻抗反演技术、相干体技术,同时也简要介绍了在煤田勘探方面有发展前景的多分量及各向异性技术。  相似文献   

软土地下工程抗震数值模拟的若干关键问题   总被引：1，自引：0，他引：1  

陈之毅  沈昊 《上海国土资源》2011,32(4):83-87

针对我国地下工程建设项目抗震安全性能设计和评估的需求,并基于目前缺少完善的地下结构抗震分析方法和专门的地下结构抗震设计规范的现状,重点阐述了采用有限元方法进行地下工程数值模拟和分析时需要特别关注的三方面问题：计算范围、土一结构动力相互作用和边界条件。着重分析了有限元网格的划分、土一结非线性接触问题和不同边界条件的适用性,以及这些建模条件对计算结果可靠性的影响。对基于数值手段开展地下工程抗震安全性能的计算、分析和评价,制定地下结构抗震设计规范或规程,可提供有益参考。  相似文献   

Dynamic factor analysis considering elastic boom effects in heavy lifting operations     

Kwang-Phil Park  Ju-Hwan Cha  Kyu-Yeul Lee 《Ocean Engineering》2011,38(10):1100-1113

The dynamic factor is the ratio of the maximum dynamic load to the static load acting on the wire ropes between the boom of a floating crane and a cargo. In this paper, the dynamic factor is analyzed based on dynamic simulations of a floating crane and a cargo, considering an elastic boom. For the simulation, we designed a multibody system that consists of a floating crane barge, an elastic boom, and a cargo connected to the boom through wire ropes. The dynamic equations of motion of the system are based on flexible multibody system dynamics. Six-degree-of-freedom motions are considered for the floating crane and for the cargo, and three-dimensional deformations for the elastic boom. The hydrostatic force, the hydrodynamic force, the gravitational force, and the wire rope forces are considered as external forces. The dynamic factor is obtained by numerically solving the equation. The effects of the elastic boom on heavy cargo lifting are discussed by comparing the simulation results of an elastic boom and a rigid boom.  相似文献   

Model tree approach for prediction of pile groups scour due to waves   总被引：1，自引：0，他引：1  

A. Etemad-Shahidi  N. Ghaemi 《Ocean Engineering》2011,38(13):1522-1527

Scour around piles could endanger the stability of the structures placed on them. Hence, an accurate estimation of the scour depth around piles is very important in coastal and marine engineering. Due to the complex interaction between the wave, seabed and pile group; prediction of the scour depth is not an easy task and the available empirical formulas have limited accuracy. Recently, soft computing methods such as Artificial Neural Networks (ANNs) and Support Vector Machines (SVMs) have been used for the prediction of the scour depth. However, these methods do not give enough insight about the process and are not as easy to use as the empirical equations. In this study, new formulas are given that are easy to use, accurate and physically sound. Available empirical equations for estimating the pile group scour depth such as those of Sumer et al. (1992) and Bayram and Larson (2000), are less accurate compared to the given equations. These equations are as accurate as other soft computing methods such as ANN and SVM. Moreover, in this study, safety factors are given for different levels of acceptable risks, which can be so useful for engineers.  相似文献