组件嵌入式网络地理信息系统的设计与实现     

王建涛  贲进 《海洋测绘》2005,25(3):57-59

研究了基于组件嵌入式网络GIS解决方案，首先介绍了网络GIS实现的主流Java方法，分析了它们的优缺点，重点论述了嵌入式组件技术和基于组件嵌入式网络GIS的实现原理，介绍了它的设计和实现方法，最后给出了实验结果并和Java实现方式作了比较。  相似文献   

Numerical modelling of heat shock-assisted rock fracture     

Martina Pressacco  Timo Saksala 《国际地质力学数值与分析法杂志》2020,44(1):40-68

This paper presents a numerical investigation on the effects of thermal shock as a pretreatment of rock prior to comminution. More specifically, the effect of heat shock-induced cracks on the uniaxial compressive strength of rock is numerically studied. The chosen constitutive model of rock employs a (strong) embedded discontinuity finite element formulation to describe cracks. The thermomechanical problem that governs the heat shock pretreatment of rocks is considered as an uncoupled problem because of a highly dominating role of the external heat influx. Two solution methods of the global problem are presented: an explicit-explicit dynamic scheme and an implicit-implicit quasi-static scheme. The model performance is tested in simulations on heterogeneous numerical rock samples subjected first to a heat shock pretreatment and then to a mechanical compression test. According to the results, the compressive strength of intact granite rock having the axial splitting failure mode can be substantially reduced by heat shock pretreatment.  相似文献   

基于构图特点的嵌入式电子地图快速显示方法     

纪培钊  李爱光 《测绘与空间地理信息》2016,(5):138-143

对地图分区域构图特点进行了研究,结合嵌入式电子地图数据组织与图形特点,提出了一种集成行程长度与多段扫描转换算法的高效绘线方法,利用地图格网索引技术对算法进行了集成,验证了算法的效率。  相似文献   

在波浪荷载作用下插入式大圆筒结构稳定性分析评述     

王晖  王乐芹  周锡礽  孙克俐 《海洋技术学报》2005,24(1):108-112

结合某大圆筒结构工程，对大圆筒结构稳定性分析中的各种计算方法进行了综合评述与讨论，尤其对大圆筒结构在波浪荷载作用下，各方法采用的受力计算模式及其计算结果进行了深入剖析，明确了一些概念性问题，有助于促进本课题的进一步发展。  相似文献   

Three dimensional elasto‐plastic interface for embedded beam elements with interaction surface for the analysis of lateral loading of piles          下载免费PDF全文

Diego F. Turello  Federico Pinto  Pablo J. Sánchez 《国际地质力学数值与分析法杂志》2017,41(6):859-879

This paper presents a numerical formulation for a three dimensional elasto‐plastic interface, which can be coupled with an embedded beam element in order to model its non‐linear interaction with the surrounding solid medium. The formulation is herein implemented for lateral loading of piles but is able to represent soil‐pile interaction phenomena in a general manner for different types of loading conditions or ground movements. The interface is formulated in order to capture localized material plasticity in the soil surrounding the pile within the range of small to moderate lateral displacements. The interface is formulated following two different approaches: (i) in terms of beam degrees of freedoms; and (ii) considering the displacement field of the solid domain. Each of these alternatives has its own advantages and shortcomings, which are discussed in this paper. The paper presents a comparison of the results obtained by means of the present formulation and by other well‐established analysis methods and test results published in the literature. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

On modeling of discrete propagation of localized damage in cohesive‐frictional materials          下载免费PDF全文

E. Haghighat  S. Pietruszczak 《国际地质力学数值与分析法杂志》2015,39(16):1774-1790

In this paper, the problem of propagation of localized deformation associated with formation of macrocracks/shear bands is studied in both tensile and compressive regimes. The main focus here is on enhancement of the constitutive law with embedded discontinuity to provide a discrete representation of the localization phenomenon. This has been accomplished by revising the formulation and coupling it with the level‐set method for tracing the propagation path. Extensive numerical studies are conducted involving various fracture modes, ranging from brittle to frictional, and the results are compared with the experimental data as well as those obtained using XFEM methodology. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

Inverse analysis of viscoelastic pavement properties using data from embedded instrumentation     

Eyal Levenberg 《国际地质力学数值与分析法杂志》2013,37(9):1016-1033

The paper deals with inferring the mechanical layer properties of pavement systems by way of inverse analysis. The proposed scheme is based on the availability of sensory gear embedded within the system ‐ collecting different types of response traces resulting from moving wheel loads. The inverse analysis task simultaneously exploits the readings from all available sensors and therefore formulated as a multicriterion optimization problem. Data from an experimental asphalt pavement are employed to demonstrate the scheme. A versatile and computationally efficient layered viscoelastic pavement model is offered and implemented as a forward solver. Recoverable layer properties, elastic and viscoelastic, are derived and also compared with laboratory values. Results and possible future uses of the work are discussed. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Transverse and longitudinal fluid flow modelling in fractured porous media with non‐matching meshes     

Behnam V. Damirchi  Marcelo R. Carvalho  Luís A. G. Bitencourt  Osvaldo L. Manzoli  Daniel Dias‐da‐Costa 《国际地质力学数值与分析法杂志》2021,45(1):83-107

A new discrete fracture model is introduced to simulate the steady‐state fluid flow in discontinuous porous media. The formulation uses a multi‐layered approach to capture the effect of both longitudinal and transverse permeability of the discontinuities in the pressure distribution. The formulation allows the independent discretisation of mesh and discontinuities, which do not need to conform. Given that the formulation is developed at the element level, no additional degrees of freedom or special integration procedures are required for coupling the non‐conforming meshes. The proposed model is shown to be reliable regardless of the permeability of the discontinuity being higher or lower than the surrounding domain. Four numerical examples of increasing complexity are solved to demonstrate the efficiency and accuracy of the new technique when compared with results available in the literature. Results show that the proposed method can simulate the fluid pressure distribution in fractured porous media. Furthermore, a sensitivity analysis demonstrated the stability regarding the condition number for wide range values of the coupling parameter.  相似文献   

基于裂隙渗流效应的水封油库涌水量预测分析     

蒋中明  肖喆臻  唐栋  何国富  许卫 《岩土力学》2022,43(4):1041-1047

准确预测洞室涌水量和库区渗流场的空间分布特征是确保地下水封油库施工期安全性和运行期经济性的基础性工作之一。为真实地反映地下水封油库围岩随机分布裂隙的渗流效应对涌水量预测和渗流场空间分布特性的影响,提出了一种基于嵌入裂隙单元模型（EFE模型）的裂隙岩体渗流分析方法,并采用该方法对湛江水封油库的三维渗流场进行了计算分析,通过对比工程实测资料,验证了所提出方法的可靠性,进而预测了实例工程在运行期的涌水量。计算结果表明,EFE模型能够较好地模拟裂隙对洞室岩体局部渗流场的影响,反映库区渗流场及洞室涌水量空间分布不均匀的特性。研究成果可为水封洞库渗控措施的精准设计以及运行期污水处理设施配套设计工作提供参考。  相似文献   

改进的岩质凸块的超载储备极限平衡法     

肖国峰 《岩土力学》2023,(2):425-432

脱离模式是块体理论提出的有限可动块体的失稳模式之一。虽然直接塌落是地下工程中最常见的失稳现象,但是目前依然缺少适用的定量分析方法,这使得地下工程的开挖和加固设计缺乏必要的理论支撑。为此,提出了一种改进的考虑渐进破坏的岩块稳定分析方法。主要改进了3处：(1)引入超载基数和超载方向两个参数来量化描述储备荷载;(2)提出了Tan和Scal两种超载基数设定方式;(3)超载方向设定在节理锥的边界扇面上。算例验证结果表明,改进方法完全兼容现有双面滑模式的安全系数算法,实现了脱离模式的定量稳定性分析。最后,讨论了改进方法的刚度参数取值方法及其敏感性。  相似文献