摘要
通过对高碾压混凝土拱坝施工过程的系统分析,将计算机数字模拟技术成功运用于高碾压混凝土拱坝施工管理与进度控制领域;采用深度缓冲区消隐技术对高碾压混凝土拱坝施工过程进行真三维仿真模拟。针对沙牌大坝施工进度严重滞后的情况,提出了特定情况下大坝混凝土的施工方案和工程措施,并进行了未来任意时段施工进度定量化预测。
This paper descri bes that through systimatic analysis of high roller compacted concrete arch dam construction procedures,computer mathema tic simulation technology is successfull y utilized in the construction managemen t and progress control.By use of depth b uffer region blanking technique,three-di mensional imitative simulation of high r oller compacted concrete arch dam constr uction procedure is realized.To counter that constrction of Shapai Arch Dam has lagged far behind the Schedule,through t he above simulation specific constructio n scheme of the dam concrete and enginee ring measures are put forward and constr uction progress for any future period c an also be predicted.
出处
《水电站设计》
2003年第2期1-7,共7页
Design of Hydroelectric Power Station
基金
九五"国家重点科技攻关项目[96-220-02-03(1)]
关键词
高碾压混凝土拱坝
计算机模拟
仿真分析
混凝土施工
rolled concrete da m
roll compacted concrete
arch dam
concr ete construction
imitative analysis
com puter simulation