Analysis of Rayleigh waves in saturated porous elastic media by finite element method     

H. Hirai 《Soil Dynamics and Earthquake Engineering》1992,11(6)

A numerical procedure for the analysis of Rayleigh waves in saturated porous elastic media is proposed by use of the finite element method. The layer stiffness matrix, the layer mass matrix and the layer damping matrix in a layered system are presented for the discretized form of the solid-fluid equilibrium equation proposed by Biot. In order to consider the influence of the permeability coefficient on the behavior of Rayleigh waves, attention is focused on the following states: ‘drained’ state, ‘undrained’ state and the states between two extremes of ‘drained’ and ‘undrained’ states. It is found from computed results that the permeability coefficient exerts a significant effect on dispersion curves and displacement distributions of Rayleigh waves in saturated porous media.  相似文献   

The GF algorithm for reservoir storage, yield and spillage distributions for non-seasonal and seasonal independent inflow processes     

E. H. Lloyd  D. Warren 《Stochastic Hydrology and Hydraulics》1992,6(2):135-149

a well-known generating function formula for the equilibrium storage distribution in a finite Moran reservoir having IID inflows and unit release is extended to apply to a class of nondecreasing staircase-like release policies withm unit increments,m>1, and to seasonal inflows. The analysis is conducted in terms of an alternative to the Moran inflow-outflow sequencing scheme, with the release during a working interval controlled by the water level at the beginning of that interval.In addition to the storage, the equilibrium distributions of yield and spillage are obtained. Illustrative examples are provided.  相似文献   

小参数展开法解圆柱扭转的有限位移问题   总被引：1，自引：0，他引：1  

左谨平 《地球科学》1990,15(5):572-580

  相似文献   

Three-dimensional slope reliability and risk assessment using auxiliary random finite element method     

《Computers and Geotechnics》2016

This paper aims to propose an auxiliary random finite element method (ARFEM) for efficient three-dimensional (3-D) slope reliability analysis and risk assessment considering spatial variability of soil properties. The ARFEM mainly consists of two steps: (1) preliminary analysis using a relatively coarse finite-element model and Subset Simulation, and (2) target analysis using a detailed finite-element model and response conditioning method. The 3-D spatial variability of soil properties is explicitly modeled using the expansion optimal linear estimation approach. A 3-D soil slope example is presented to demonstrate the validity of ARFEM. Finally, a sensitivity study is carried out to explore the effect of horizontal spatial variability. The results indicate that the proposed ARFEM not only provides reasonably accurate estimates of slope failure probability and risk, but also significantly reduces the computational effort at small probability levels. 3-D slope probabilistic analysis (including both 3-D slope stability analysis and 3-D spatial variability modeling) can reflect slope failure mechanism more realistically in terms of the shape, location and length of slip surface. Horizontal spatial variability can significantly influence the failure mode, reliability and risk of 3-D slopes, especially for long slopes with relatively strong horizontal spatial variability. These effects can be properly incorporated into 3-D slope reliability analysis and risk assessment using ARFEM.  相似文献   

带横隔板圆柱绕流特性数值模拟   总被引：1，自引：0，他引：1       下载免费PDF全文

水庆象  王大国  王伟 《水科学进展》2016,27(4):586-593

为揭示尾迹区添加横隔板对圆柱绕流流场特性影响,把多步格式引入到特征线算子分裂有限元法中,建立了基于多步格式的特征线算子分裂有限元法:在每个时间步内将Navier-Stokes方程分裂成对流项和扩散项,对流项时间离散采用多步格式,在每一子时间步内沿特征线展开并显式求解。方腔流数值模拟结果表明该算法既可降低对整体时间步长的要求又可提高计算精度。对比有无横隔板圆柱绕流流场和圆柱表面压力变化表明,横隔板可以有效地抑制绕流尾迹区涡旋脱落,提高圆柱背流面压力,减少圆柱上下表面的压力差。  相似文献   

梨树断陷苏家屯油田成藏主控因素及富集规律     

曲前中 《世界地质》2016,35(3):785-788

结合梨树断陷苏家屯地区油气藏的空间分布特征,深入研究了烃源岩条件、圈闭条件、输导条件及保存条件等方面对油气成藏的控制作用。研究表明:构造、沉积演化特征控制了优质源、储的空间分布;构造背景结合不同输导条件控制了优势运移方向,同时导致不同构造位置的圈闭的含油气性差异明显;多种差异聚集模式共同作用导致圈闭分段捕获、保存油气,控制了油气平面富集程度。  相似文献   

Two-Dimensional Numerical Analysis of the Subgrade Improved By Stone Columns in the Soft Soil Area     

Qiang Yuan 《Marine Georesources & Geotechnology》2016,34(1):79-86

Based on the vertical equal strain assumption, there are many consolidation theories of soft soil incorporating vertical drains. Because the influence of many factors is often ignored and the flow of the pore water usually happens in three-dimensional directions, analytical solutions could not be accurate enough. Because of the amount of computer storage and the computing time needed, two-dimensional finite element analysis is used to model the stone column improving the soft foundation. The embankment load is transferred to a column because of the soil arching effect. When the embankment is constructed, the settlement accounts for 64% of the total settlement, which shows that the column can reduce the post-construction settlement. The stone column's bulge is confined to a length about one to two times the diameter of the stone column away from its top, and the column at the toe would bears the shear stress to some extent.  相似文献   

双管钻机夹持卸扣装置的有限元分析及优化          下载免费PDF全文

韩潇  李旭涛  石浩 《探矿工程》2016,43(12):68-71，77

夹持卸扣装置是双管钻机的重要组成部分,主要用于夹持孔内钻具,配合回转器实现机械拧卸钻杆的功能,其性能的好坏将直接影响整机的性能、钻进效率以及钻孔质量等。为验证设计结构的功能和质量,缩短研发周期,提出应用ABAQUS软件对夹持卸扣装置进行有限元分析和优化。结果表明优化后的结构满足安全系数的要求,为夹持卸扣装置的结构设计和优化提供了借鉴,同时为双管钻机的整体可靠性提供了保障。  相似文献   

一种新型非基于慢变包络近似的三维有限元束传播法     

于兵  赵丹  葛俊祥  孙小菡 《南京气象学院学报》2016,8(6):529-532

提出了一种新型非基于慢变包络近似的三维有限元束传播法.该方法相较Hadley所提出的广角束传播法,在分析光信号与光波导之间相互作用时同时考虑了载波和调制波对传输特性的影响,更具一般性且精度更高.通过与已发表的权威文献相比,在相同的计算资源下,精度提高了10%.  相似文献   

Comparison of finite difference and pseudo-spectral methods in forward modelling based on metal ore model of random media   总被引：1，自引：0，他引：1  

《世界地质(英文版)》2016,(2):102-108

With more applications of seismic exploration in metal ore exploration,forward modelling of seismic wave has become more important in metal ore.Finite difference method and pseudo-spectral method are two im-portant methods of wave-field simulation.Results of previous studies show that both methods have distinct ad-vantages and disadvantages:Finite difference method has high precision but its dispersion is serious;pseudo-spectral method considers both computational efficiency and precision but has less precision than finite-diffe-rence.The authors consider the complex structural characteristics of the metal ore,furthermore add random media in order to simulate the complex effects produced by metal ore for wave field.First,the study introduced the theories of random media and two forward modelling methods.Second,it compared the simulation results of two methods on fault model.Then the authors established a complex metal ore model,added random media and compared computational efficiency and precision.As a result,it is found that finite difference method is better than pseudo-spectral method in precision and boundary treatment,but the computational efficiency of pseudo-spectral method is slightly higher than the finite difference method.  相似文献