格林公式在基坑地下水控制问题中的应用  

Applications of Green formula in the tunnel groundwater control problem

作　　者：刘秀婷[1] 李存法[2] 陈兆柱[1] 解艳艳[1] 

机构地区：[1]山东建筑工程学院计算机科学与技术系,山东济南250014 [2]山东省水利科学研究院,山东济南250013

出　　处：《山东建筑工程学院学报》2004年第2期64-66,共3页Journal of Shandong Institute of Architecture and Engineering

摘　　要：介绍一种用于地下水二维渗流问题分析的显式有限单元法,给出有关数学模型和基于格林公式推导的计算方法,并给出武汉建银大厦深基坑降水工程计算实例。实际应用表明,它是基坑降水工程优化设计与实时控制的一种有效的数值计算方法。The obvious finite element method was introduced for analyzing two-dimension problems in the (underground) water seepage. The mathematical model with computing method based on the Green formula was (given,) and as a computing example, it was applied to the pit water-decreasing engineering of Jianyin Edifice. The practice indicates that it is a good method for optimizing design and on-line control of practical engineering.

关 键 词：地下水渗流 数学模型 显式有限单元法 

分 类 号：TP301.6[自动化与计算机技术—计算机系统结构]