共查询到20条相似文献，搜索用时 31 毫秒
1.
Summary Ground vibration data, originating from impact hammers and vibrodrivers and compiled by different research workers, have been plotted in scaled distance form and statistically analysed. A quadratic regression curve rather than a linear regression curve provides a better visual fit to the several data sets. In each case, superimposed on the graphical data points are also the one-half standard deviation and the one standard deviation curves. It is argued that the quadratic one-half standard deviation curves, generated from an analysis of all the reliable vibration information compiled by the authors from impact hammers and vibrodrivers, be used for design of piling operations in order to mitigate excessive environmental vibration. 相似文献
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煤矿用全液压钻机动力头主要采用液压驱动和齿轮传动相结合的方式,其中,齿轮传动的振动烈度直接影响着动力头的输出能力,成为了设计中必须考虑的重要问题。以ZYWL-2600R型松软煤层螺旋钻机为研究对象,在齿轮副的单自由度扭转振动模型基础上,以啮合线上的振动加速度为优化目标,建立了动力头齿轮副的动态优化设计模型,并借助Matlab优化工具箱和GUI工具开发了优化设计程序的图形界面,求解了齿轮振动最小的宏观设计参数,为钻机“高速”动力头的动态优化设计提供了参考。结果表明,优化后齿轮副的时变啮合刚度显著提高,有效改善了齿轮传动的振动特性。 相似文献
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土体受冲击时Rayleigh波作用机制探讨 总被引：3，自引：2，他引：1
土体受冲击作用(或称强夯)时Rayleigh波（简称R波）的产生与传播对土体起着不可忽视的作用,重点研究了R波在强夯加固地基中的作用,并结合土体的振动特性,对R波的传播特点、影响深度、引起的变形和体积变化规律进行了讨论。结果表明,R波为强夯法的有效加固波形,其影响深度约为一个波长左右,且对锤底土能起到加密作用,对夯坑以外的土表面在R波的传播过程中有变松作用。结合工程实例给出了成层地基土中R波弥散曲线的求解方法和科学估算强夯影响深度的方法。突破了一直沿用至今的Menard估算加固深度公式的局限。由此可得出,R波在强夯加固地基中有较大的贡献,并非是单纯的有害波的结论。 相似文献
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节理面透射模型及其隔振性能研究 总被引：3，自引：1，他引：2
振动波入射到节理界面上,与软弱断层一样会产生波场的分解,能够起到隔振作用。根据线性变形节理的透反射规律研究发现,隔振后各点的波场可由透射P波与透射S波叠加而成,其能量分配服从Zoeppritz方程,不连续位移造成了透射波的衰减;法向刚度增加透射纵波系数会增加,而切向刚度与透射纵波无关,法向与切向刚度对透射S波均有影响,刚度增加透射S波振幅逐渐降低,逐步逼近于0;由于透射后波场相互干涉,不同波场延时不同,透射合成波与入射波相比,振幅降低,持续时间增加,波形尾段有畸变;总能量系数与节理面的刚度无关,而随入射角增加不断降低。 相似文献
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A numerical study on 2-D compressive wave propagation in rock masses with a set of joints along the radial direction normal to the joints 总被引：1，自引：0，他引：1
An explosion in a borehole or an accidental explosion in a tunnel will generate a two-dimensional (2-D) compressive wave that travels through the surrounding rock mass. For the problem of 2-D compressive wave propagation in a rock mass with parallel joints in the radial direction normal to the joints, parametric studies on the transmission ratio and the maximum rebound ratio are performed in universal distinct element code. The variation of the transmission ratio with the ratio of joint spacing to wavelength is generalized into a characteristic curve, which can be used as a prediction model for estimating the transmission ratio. The relationship between the maximum rebound ratio and the influence factors is obtained in charts. The charts can be used as a prediction model for estimating the maximum rebound ratio. The proposed prediction models for estimating the transmission ratio and the maximum rebound ratio are applied to a field explosion test, Mandai test in Singapore. The minimum possible values of peak particle velocity (PPV) at the monitoring points are estimated by using the proposed prediction model for estimating the transmission ratio along the radial direction normal to the joints. On the other hand, the maximum possible values of PPV are estimated by using the proposed prediction model for estimating the maximum rebound ratio along the same radial direction. The comparison shows a good agreement between the field-recorded PPVs and the estimated range of PPVs given by the minimum possible PPVs and the maximum possible PPVs at the monitoring points in Mandai test. The good agreement between the estimated and field-recorded values validates the proposed prediction models for estimating peak particle velocity in a rock mass with a set of joints due to application of a compressive wave at the boundary of a tunnel or a borehole. 相似文献
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Some Bayesian methods of dealing with inaccurate or vague data are introduced in the framework of seismic hazard assessment. Inaccurate data affected by heterogeneous errors are modeled by a probability distribution instead of the usual value plus a random error representation; these data are generically called imprecise. The earthquake size and the number of events in a certain time are modeled as imprecise data. Imprecise data allow us to introduce into the estimation procedures the uncertainty inherent in the inaccuracy and heterogeneity of the measuring systems from which the data were obtained. The problem of estimating the parameter of a Poisson process is shown to be feasible by the use of Bayesian techniques and imprecise data. This background technique can be applied to a general problem of seismic hazard estimation. Initially, data in a regional earthquake catalog are assumed imprecise both in size and location (i.e errors in the epicenter or spreading over a given source). By means of scattered attenuation laws, the regional catalog can be translated into a so-called site catalog of imprecise events. The site catalog is then used to estimate return periods or occurrence probabilities, taking into account all sources of uncertainty. Special attention is paid to priors in the Bayesian estimation. They can be used to introduce additional information as well as scattered frequency-size laws for local events. A simple example is presented to illustrate the capabilities of this methodology. 相似文献
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Many natural phenomena exhibit size distributions that are power laws or power law type distributions. Power laws are specific in the sense that they can exhibit extremely long or heavy tails. The largest event in a sample from such distribution usually dominates the underlying physical or generating process (floods, earthquakes, diamond sizes and values, incomes, insurance). Often, the practitioner is faced with the difficult problem of predicting values far beyond the highest sample value and designing his system either to profit from them, or to protect against extreme quantiles. In this paper, we present a novel approach to estimating such heavy tails. The estimation of tail characteristics such as the extreme value index, extreme quantiles, and percentiles (rare events) is shown to depend primarily on the number of extreme data that are used to model the tail. Because only the most extreme data are useful for studying tails, thresholds must be selected above which the data are modeled as power laws. The mean square error (MSE) is used to select such thresholds. A semiparametric bootstrap method is developed to study estimation bias and variance and to derive confidence limits. A simulation study is performed to assess the accuracy of these confidence limits. The overall methodology is applied to the Harvard Central Moment Tensor catalog of global earthquakes. 相似文献
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Rapid vibration estimation usually relies on charge weight scaling laws. These empirical curves that fit field data are sometimes involved in linear superposition models. A scaled charge weight superposition model combines the traditional charge weight scaling law within a linear superposition framework so that the influence of timing and blast design parameters may be assessed. The model involves an extra parameter of time overlap and poses a partial explanation for the over-estimation of blast vibration levels sometimes predicted by linear superposition models. It is suggested that the time overlap parameter be determined from measured vibration data. The new model recovers the Holmberg-Persson equation for near-field vibration from a single blast hole. Three examples compare the predictions of the new model with those from a linear superposition model. The results indicate a consistent, but not compelling demonstration of the predictive power of the scaled charge weight superposition model. Further verification studies are recommended using a wide range of blast types and scaled distances to points of interest. The new model lies between a traditional charge weight scaling law and a linear superposition model. It ignores waveform superposition explicitly but assumes non-linear interaction between adjacent charges in a blast within a user-defined time window. In that sense, the scaled charge weight superposition model offers an alternative method for rapid vibration estimation. 相似文献
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TORE P°SSE 《Sedimentology》1997,44(6):1011-1014
The grain size distribution within a unimodal sediment can be described as a lognormal distribution when the distribution is formed by only one process. However, most sediments are formed by more than one process giving polymodal sediments. Polymodal sediments have to be described as the sum of several normal distributions, one for each process involved within the formation. Grain size distributions are usually interpreted with the help of graphical methods. Interpretations of polymodal sediments require mathematical methods. In mathematical terms a unimodal sediment can be described as a tangential hyperbolic function (tanh) and a polymodal sediment can generally be described by the sum of two or three tanh-functions. The tanh-method is a tool for identifying and estimating the number of modes within a grain size distribution and helps interpret the processes involved within the formation of a deposit. The mathematical method can also be used to computerize sediment data, allowing storage with just a few numbers. Different samples can easily be compared and classified. Also, this method could be a valuable tool for calculations of various sediment parameters both in geotechnology and hydrogeology. 相似文献
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Luigi Sambuelli 《Rock Mechanics and Rock Engineering》2009,42(3):547-556
I would like to suggest a theoretical justification for the mathematical structure of some laws for predicting the maximum
particle velocity vibration from blasting operations in the light of some basic notions of elastic and anelastic wave theory.
Within this point of view, in dimensionally correct expressions, the terms pertaining to the rock, to the blast and to the
seismic wave become evident and recognisable. A law is presented that can be used to forecast the maximum particle velocity
on the basis of some blast design and rock parameters. Four tests of the proposed law performed with real data sets seem to
confirm fairly well its reliability. 相似文献
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层状边坡岩体滑动稳定的三维动力学分析 总被引：10，自引：1，他引：10
本文通过振动模拟试验探索了块体运动时滑面的摩擦特性，建立了块体运动的三维动力学方程，并探讨了层状边坡层间振动加速度在传递过程中加速度变化情况。从而可以计算出受振动影响时边坡各层间的稳定性。 相似文献
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沙漠区修筑公路,优质路基填料匮乏。依据就近原则,选用沙漠区储量丰富的风积沙作为路基填料,分析其矿物成分、化学成分、酸碱度、含盐量与级配特征。进一步探究不同试验方法（击实试验、振动台法、表面振动压实仪法）与试验控制条件下,风积沙干密度受因素控制的变化规律与压实特征。风积沙击实曲线与振动压实曲线均呈现“振实-振松-再振实”造成的“多峰”特征, 振动法所得干密度一般优于对应含水率条件下击实试验所得干密度。振动台法在风积沙含水率接近饱和时振动的效果最好,风积沙的干密度最大,表面振动压实仪法3层填料的振动压实效果明显好于1层填料方式,进而可用于施工指导。 相似文献
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Anca Maria Hanea Maria Gheorghe Remus Hanea Dan Ababei 《Computational Geosciences》2013,17(6):929-949
Reservoir simulation models are used both in the development of new fields and in developed fields where production forecasts are needed for investment decisions. When simulating a reservoir, one must account for the physical and chemical processes taking place in the subsurface. Rock and fluid properties are crucial when describing the flow in porous media. In this paper, the authors are concerned with estimating the permeability field of a reservoir. The problem of estimating model parameters such as permeability is often referred to as a history-matching problem in reservoir engineering. Currently, one of the most widely used methodologies which address the history-matching problem is the ensemble Kalman filter (EnKF). EnKF is a Monte Carlo implementation of the Bayesian update problem. Nevertheless, the EnKF methodology has certain limitations that encourage the search for an alternative method.For this reason, a new approach based on graphical models is proposed and studied. In particular, the graphical model chosen for this purpose is a dynamic non-parametric Bayesian network (NPBN). This is the first attempt to approach a history-matching problem in reservoir simulation using a NPBN-based method. A two-phase, two-dimensional flow model was implemented for a synthetic reservoir simulation exercise, and initial results are shown. The methods’ performances are evaluated and compared. This paper features a completely novel approach to history matching and constitutes only the first part (part I) of a more detailed investigation. For these reasons (novelty and incompleteness), many questions are left open and a number of recommendations are formulated, to be investigated in part II of the same paper. 相似文献
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Ferdinand F. Hingerl Georg Kosakowski Thomas Wagner Dmitrii A. Kulik Thomas Driesner 《Computational Geosciences》2014,18(2):227-242
GEMSFIT, a parallelized open-source tool for fitting thermodynamic activity models has been developed. It is the first open-source implementation of a generic geochemical-thermodynamic fitting tool coupled to a chemical equilibrium solver which uses the direct Gibbs energy minimization (GEM) approach. This enables speciation-based fitting of complex solution systems such as solid solutions and mixed solvents. The extendable framework of GEMSFIT provides a generic interface for fitting geochemical activity models at varying system compositions, temperatures and pressures. GEMSFIT provides the most common tools for statistical analysis which allow thorough evaluation of the fitted parameters. The program can receive input of measured data from a PostgreSQL database server or exported spreadsheets. The fitting tool allows for bound, linear, and nonlinear (in)equality-constrained minimization of weighted squared residuals of highly nonlinear systems over a wide temperature and pressure interval only limited by user-supplied thermodynamic data. Results from parameter regression as well as from statistical analysis can be visualized and directly printed to various graphical formats. Efficient use of the code is facilitated by a graphical user interface which assists in setting up GEMSFIT input files. The usage and resulting output of GEMSFIT is demonstrated by results from parameter regression of the extended universal quasichemical aqueous activity model for geothermal brines. 相似文献
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空间三维滑坡敏感性分区工具及其应用 总被引：1，自引：0，他引：1
对于滑坡敏感性分区目前有三种方法:定性法、统计法和基于岩土定量模型的确定性方法。定性法基于对滑坡敏感性或灾害评估的人为判断;统计法用一个来源于结合了权重因子的预测函数或指标;而确定性法,或者说是物理定量模型法以质量、能量和动量守恒定律为基础。二维确定性模型广泛用于土木工程设计,而无限边坡模型(一维)也用于滑坡灾害分区的确定性模型。文中提出了一个新的基于GIS(地理信息系统)的滑坡敏感性分区系统,这个系统可用于从复杂地形中确认可能的危险三维(3-D)滑坡体。所有与滑坡相关的空间数据(矢量或栅格数据)都被集成到这个系统中。通过把研究区域划分为边坡单元并假定初始滑动面是椭球的下半部分,并使用Monte Carlo随机搜索法,三维滑坡稳定性分析中的三维最危险滑面是三维安全系数最小的地方。使用近似方法假定有效凝聚力、有效摩擦角和三维安全系数服从正态分布,可以计算出滑坡失稳概率。3DSlopeGIS是一个计算机程序,它内嵌了GIS Developer kit(ArcObjects of ESRI)来实现GIS空间分析功能和有效的数据管理。应用此工具可以解决所有的三维边坡空间数据解问题。通过使用空间分析、数据管理和GIS的可视化功能来处理复杂的边坡数据,三维边坡稳定性问题很容易用一个友好的可视化图形界面来解决。将3DSlopeGIS系统应用到3个滑坡敏感性分区的实例中:第一个是一个城市规划项目,第二个是预测以往滑坡灾害对临近区域可能的影响,第三个则是沿着国家主干道的滑坡分区。基于足够次数的Monte Carlo模拟法,可以确认可能的最危险滑坡体。这在以往的传统边坡稳定性分析中是不可能的。 相似文献
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Wang Wulin 《岩土力学》1988,9(1):1-20
In this paper, the measurement technique and analysis method of ground vibration with various sources at iron and steel complex are described. The practical measurement cases of ground vibration excited by gas compressor, hammer, truck, train etc. at iron and steel complex are presented. The shapes of wave velocity, peak values, and the main frequency from measured point are listed. The measurement results point out that the velocity waves with different sources have different forms, which are mainly divided the wave forms into three types : the complex-steady-state wave, the shock wave, and the random wave, different main frequency spectrum, different peak values of velocity, and different decay law with distance from sources. The wave in three directions have different forms at each measured point with same seismic source, and their decay laws are different, too. The decay laws of vertical displacements caused by fallen-hammer with the distance from source quite fit in with the equation derivative by Bornitz. 相似文献