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塘房庙复合土工膜心墙堆石坝的设计、施工和应力应变有限元分析
引用本文:顾淦臣,沈长松,朱晟,喻建清.塘房庙复合土工膜心墙堆石坝的设计、施工和应力应变有限元分析[J].水力发电学报,2004,23(1):21-26.
作者姓名:顾淦臣  沈长松  朱晟  喻建清
作者单位:1. 河海大学,南京,210098
2. 国家电力公司昆明勘测设计院,昆明,650051
摘    要:本文介绍塘房庙水库坝体结构、坝内复合土工膜布置、坝基全风化岩高喷水泥板墙施工技术,用二维、三维有限元选定复合土工膜品种规格。

关 键 词:水工结构  复合土工膜心墙  二维三维有限元法  高压喷射水泥板墙  梯级水电站
修稿时间:2002年10月28

Design & construction and stress strain analysis by FEM for Tangfangmiao Rockfill Dam with composite geomembrane core
GU Ganchen ,SHEN Changsong ,ZHU Sheng ,YU Jianqing.Design & construction and stress strain analysis by FEM for Tangfangmiao Rockfill Dam with composite geomembrane core[J].Journal of Hydroelectric Engineering,2004,23(1):21-26.
Authors:GU Ganchen  SHEN Changsong  ZHU Sheng  YU Jianqing
Affiliation:GU Ganchen 1,SHEN Changsong 1,ZHU Sheng 1,YU Jianqing 2
Abstract:This paper presents the structure of Tangfangmiao dam, arrangement of composite geomembrane in the dam, construction technique of high pressure grouting cement diaphragm wall on weathered foundation, determination of the type of composite geomembrane by means of 2 D and 3 D FEM.
Keywords:hydraulic structure  composite geomembrane core  2  dimensional and 3  dimensional FEM  high pressure grouting cement diaphragm wall  cascade hydropower stations  
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