采空区残余倾斜变形对路基稳定性的影响分析与评价          下载免费PDF全文

王猛 《山东国土资源》2019,35(9)

地下开采导致的地表残余倾斜对采空区公路路基的稳定性有重要影响。针对采空区公路路基的稳定性评价,笔者提出了基于概率积分法和Knothe时间函数的地表残余倾斜的计算方法,分析了路基稳定性的条分法计算原理及残余倾斜对路基稳定性的影响机理,推导了基于解析法的路基最不利滑动面计算公式,使用C#语言编制了路基稳定性系数计算软件,并通过工程实例,对提出的方法和软件进行了验证,分析了地表残余倾斜、路基边坡坡率对路基稳定性的影响。  相似文献   

Integral equation solution for three-dimensional heat transfer in multiple-fracture enhanced geothermal reservoirs     

Dong Dong Liu  Yan Yong Xiang  Jin Lei Zheng 《国际地质力学数值与分析法杂志》2020,44(11):1511-1524

For the prediction of energy production from multiple-fractured geothermal reservoirs, previous models basically focused on the one-dimensional conduction in the rock containing evenly distributed fractures of equal scale. Here, a novel model is described to numerically investigate the three-dimensional heat transfer in geothermal reservoirs with unevenly spaced disc fractures of various sizes including the aperture and radius. In terms of the water flow through each fracture, an approximate analytical solution is obtained on the assumption that the water pressure disturbances, induced by the fracture margin and extraction (injection) operation, at the injection (extraction) well center and at different locations within the injection (extraction) well range were approximately equal. By the integral equation scheme for two-dimensional planar fractures, the three-dimensional problem of heat exchange is simulated without the reservoir discretization. The singular integral is analytically calculated in polar coordinates whereas the nonsingular integrand is numerically estimated by the Gaussian quadrature method in Cartesian coordinates. Compared with the one-dimensional simplification, the three-dimensional heat conduction remarkably alters the prediction of extraction temperature. In addition, the reservoir temperature field is also significantly influenced by the spacings and dimensions of fractures. The present model may be used for the estimation, design, and optimization of a geothermal reservoir.  相似文献   

整体式止屈器数值模拟方法与优化研究     

颜铠阳  余建星  余杨  韩梦雪  许伟澎  张春迎 《海洋工程》2020,38(6):77-85

海底管道是海洋石油主要的运输方式，但海底管道在外部静水压力作用下很可能发生局部屈曲压溃，造成灾难性后果。安装止屈器可有效阻止屈曲传播，保证管道安全，整体式止屈器在实际中应用最为广泛。整体式止屈器存在通过减小止屈器体积以节约成本进行优化的可能性，因此，在保证止屈器止屈效果的前提下，可通过减小止屈器的体积，以达到减轻重量、节约成本、减少安装难度等多种目的。研究过程中使用ABAQUS进行模型的仿真模拟，比较了广义弧长法的优缺点，决定选用更方便的静水流体单元法，计算得到不同止屈器的穿越压力以及相应的体积，对比各止屈器的穿越压力变化和体积变化，实现结构优化的目标。基于以上研究，可以得出减少止屈器体积的结构优化方案具有可行性的结论。  相似文献   

海岸带、海岛(礁)数字航空摄影方案优化策略     

王鑫  姜挺  张宝印  王连备 《测绘学院学报》2011,(3)

针对数字航空摄影作业技术流程中的作业标准、精度要求以及各关键指标的控制等问题,从数字航空摄影的技术计划制定、航线规划和各项技术指标的确定等方面入手,对基于海岸带、海岛(礁)特征的航摄分区、航线敷设、地面分辨率的确定、航摄季节与时间选择以及POS辅助航空摄影方案选择等内容进行了研究,为获取满足海洋测绘指标要求的航空摄影数据源提供支持。  相似文献   

EXCEL计算概率积分法预计参数     

韩奎峰  武娟  冯遵德 《测绘科学》2011,36(6):250-252

EXCEL软件是最常用的办公软件之一,本文介绍一种利用EXCEL软件规划求解功能计算开采沉陷预计概率积分法预计参数的方法,很方便地得到了预计参数的优化解,通过实例验证,运用该方法得到的这些参数的解满足开采沉陷预计精度的要求,有很好的应用价值。  相似文献   

重力异常延拓计算积分半径的选择及远区效应          下载免费PDF全文

欧阳永忠  邓凯亮  黄谟涛  暴景阳  杜强  刘传勇 《海洋测绘》2011,31(4):5-7

基于球谐展开和两分量模型,推导了基于Poisson积分方程的重力异常延拓的远区效应截断误差的函数表达;研究了近区半径、移去重力场阶次、延拓高度与远区效应截断误差之间的相互关系.数值分析表明,当延拓高度为1 000m时,移去360阶的重力场模型,积分半径大于0.5°能保证远区效应截断误差可以忽略;当移去2160阶的重力场...  相似文献   

Hypsometric Analysis of Headwater Rock Basins in the Dolomites (Eastern Alps) Using High‐Resolution Topography          下载免费PDF全文

Lorenzo Marchi  Marco Cavalli  Sebastiano Trevisani 《Geografiska Annaler: Series A, Physical Geography》2015,97(2):317-335

Hypsometric curves and integrals are effective tools for rapid quantitative assessments of topography. High‐resolution digital terrain models derived from airborne LiDAR data have been analysed to study the hypsometry of small headwater rock basins (drainage areas up to 0.13 km²) in three study areas in the Dolomites (Eastern Alps) that have similar lithologies and climatic conditions. Hypsometric curves in the studied rocky headwaters display a variety of shapes and present remarkable differences between neighbouring basins. Hypsometric integrals show generally high values in the three study areas (>0.42, mean values between 0.51 and 0.65). The extent of the scree slopes located at the foot of rock basins in the three study areas is larger in the area with lower hypsometric integrals and indicates consistency between the development of basin erosion, which is shown by the hypsometric integral, and debris yield, represented by the extent of scree slope. No clear relations were observed between the hypsometric integrals and basin area and shape. When extending the analysis to larger basins, which encompass rocky headwaters and downslope soil‐mantled slopes, a negative correlation is found between the hypsometric integral and catchment area, suggesting that the scale independency of the hypsometric integral occurs essentially in headwater rock basins. Geomorphometric indices (residual relief and surface roughness) have contributed to interpreting the variability of surface morphology, which is related to the geo‐structural complexity of the catchments.  相似文献   

Vectorized simulation of groundwater flow and contaminant transport using analytic element method and random walk particle tracking          下载免费PDF全文

Partha Majumder  T.I. Eldho 《水文研究》2017,31(5):1144-1160

Groundwater contaminant transport processes are usually simulated by the finite difference (FDM) or finite element methods (FEM). However, they are susceptible to numerical dispersion for advection‐dominated transport. In this study, a numerical dispersion‐free coupled flow and transport model is developed by combining the analytic element method (AEM) with random walk particle tracking (RWPT). As AEM produces continuous velocity distribution over the entire aquifer domain, it is more suitable for RWPT than FDM/finite element methods. Using the AEM solutions, RWPT tracks all the particles in a vectorized manner, thereby improving the computational efficiency. The present model performs a convolution integral of the response of an impulse contaminant injection to generate concentration distributions due to a permanent contaminant source. The RWPT model is validated with an available analytical solution and compared to an FDM solution, the RWPT model more accurately replicates the analytical solution. Further, the coupled AEM‐RWPT model has been applied to simulate the flow and transport in hypothetical and field aquifer problems. The results are compared with the FDM solutions and found to be satisfactory. The results demonstrate the efficacy of the proposed method.  相似文献   

Axisymmetric interaction of a rigid disc with a transversely isotropic half‐space     

Amir Aabbas Katebi  Ali Khojasteh  Mohammad Rahimian  Ronald Y. S. Pak 《国际地质力学数值与分析法杂志》2010,34(12):1211-1236

A theoretical formulation is presented for the determination of the interaction of a vertically loaded disc embedded in a transversely isotropic half‐space. By means of a complete representation using a displacement potential, it is shown that the governing equations of motion for this class of problems can be uncoupled into a fourth‐order partial differential equation. With the aid of Hankel transforms, a relaxed treatment of the mixed‐boundary value problem is formulated as dual integral equations, which, in turn, are reduced to a Fredholm equation of the second kind. In addition to furnishing a unified view of existing solutions for zero and infinite embedments, the present treatment reveals a severe boundary‐layer phenomenon, which is apt to be of interest to this class of problems in general. The present solutions are analytically in exact agreement with the existing solutions for a half‐space with isotropic material properties. To confirm the accuracy of the numerical evaluation of the integrals involved, numerical results are included for cases of different degrees of the material anisotropy and compared with existing solutions. Further numerical examples are also presented to elucidate the influence of the degree of the material anisotropy on the response. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Influences of axial load on the lateral response of single pile with integral equation method     

Fayun Liang  Haibing Chen  Shengli Chen 《国际地质力学数值与分析法杂志》2012,36(16):1831-1845

This article revisits the influences of axial load on the lateral response of single pile with integral equation method. The problem is formulated by decomposing the pile soil system into an extended elastic soil and a fictitious pile, the former of which is analyzed by making use of the fundamental Mindlin's solution for a concentrated horizontal load whereas the latter is modeled by the conventional beam bending theory. According to the rotation compatibility condition between the fictitious pile and the extended soil, a Fredholm integral equation of the second kind is established with the shear strain and rotation angle of the fictitious pile being the basic unknowns. The bending moment and displacement distribution along the pile are subsequently obtained. Comparison with existing solutions validates the accuracy and applicability of the present formulation. The results of parametric analysis indicate that the influences of axial load on the lateral response of single piles could be significant, and in general, the bending moment and horizontal displacement distributions along the pile increase considerably with the increase of axial load. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献