现代矿业
現代礦業
현대광업
Modern Mining
2015年
10期
110-112
,共3页
刘林贵%李小双%李晓军%蔡永昌
劉林貴%李小雙%李曉軍%蔡永昌
류림귀%리소쌍%리효군%채영창
ArcGIS%FALC3D%三维地层模型%边坡数值模拟%耦合
ArcGIS%FALC3D%三維地層模型%邊坡數值模擬%耦閤
ArcGIS%FALC3D%삼유지층모형%변파수치모의%우합
ArcGIS%FLAC3D%3D stratum model%Numerical simulation of slope%Coupling
以某矿山露采边坡为例,利用 ArcGIS 软件建立了边坡三维地层可视化模型,针对岩土工程特点,采用一种简化方法实现了从矿山边坡三维可视化模型到 FALC3D计算模型的耦合与自动转化,开发了相应的计算模型生成插件。该方法充分利用了地层三维可视化模型可较好地表达研究区域内地质体的空间几何形态的优点,拓展了可视化模型的应用范围,排除了从地层可视化模型全自动生成精确岩土工程数值计算模型在网格形状、材料区域边界、断层/节理单元等方面所面临的困难,极大地简化了数值模拟的前处理工作。数值模拟结果表明:随着网格尺寸的不断加密,本研究方法得到的计算结果可满足岩土工程分析的实际需求,具有良好的工程应用前景。
以某礦山露採邊坡為例,利用 ArcGIS 軟件建立瞭邊坡三維地層可視化模型,針對巖土工程特點,採用一種簡化方法實現瞭從礦山邊坡三維可視化模型到 FALC3D計算模型的耦閤與自動轉化,開髮瞭相應的計算模型生成插件。該方法充分利用瞭地層三維可視化模型可較好地錶達研究區域內地質體的空間幾何形態的優點,拓展瞭可視化模型的應用範圍,排除瞭從地層可視化模型全自動生成精確巖土工程數值計算模型在網格形狀、材料區域邊界、斷層/節理單元等方麵所麵臨的睏難,極大地簡化瞭數值模擬的前處理工作。數值模擬結果錶明:隨著網格呎吋的不斷加密,本研究方法得到的計算結果可滿足巖土工程分析的實際需求,具有良好的工程應用前景。
이모광산로채변파위례,이용 ArcGIS 연건건립료변파삼유지층가시화모형,침대암토공정특점,채용일충간화방법실현료종광산변파삼유가시화모형도 FALC3D계산모형적우합여자동전화,개발료상응적계산모형생성삽건。해방법충분이용료지층삼유가시화모형가교호지표체연구구역내지질체적공간궤하형태적우점,탁전료가시화모형적응용범위,배제료종지층가시화모형전자동생성정학암토공정수치계산모형재망격형상、재료구역변계、단층/절리단원등방면소면림적곤난,겁대지간화료수치모의적전처리공작。수치모의결과표명:수착망격척촌적불단가밀,본연구방법득도적계산결과가만족암토공정분석적실제수구,구유량호적공정응용전경。
Taking the slope of a open-pit mine as an example,the 3D stratum visualized model is established,and the coupling of 3D stratum model and slope numerical simulation using FLAC3D software is realized preliminarily in a simplified transfer method,according to the characteristics of geotechnical engineering,based on the plug-in of ArcGIS software is developed.The coupling method of 3D stratum model and slope numerical simulation using FLAC3D software take the advantages of the 3D stratum visual-ized model which could express the geological condition in the research area,it extends the application of the visualized model,avoids the great difficulties of generating precise numerical model from visualized model in mesh shape,material area boundary and fault/joint element and simplifies the pre-process of nu-merical simulation.The numerical simulation results show that as the mesh size gets refined,the calcula-tion results obtained by the method in this paper gradually approaches the results of precise numerical model,which could satisfy the analysis requirements of geotechnical engineering,therefore,it has good en-gineering prospects.