长江科学院院报 ›› 2006, Vol. 23 ›› Issue (6): 63-67.

• 岩土工程 • 上一篇    下一篇

弹性和弹塑性有限元在溪洛渡水电站坝区地应力反演中的应用

 周洪波, 付成华   

  • 出版日期:2006-12-01 发布日期:2012-03-05

Application on Elastic and Elastoplastic Finite Elements in Dam Site Geostress Back Analysis of Xiluodu Hydropower Station

 ZHOU  Hong-Bo, FU  Cheng-Hua   

  • Online:2006-12-01 Published:2012-03-05

摘要: 初始地应力是岩土工程设计与施工所要考虑的重要因素之一。基于有限元理论反演初始地应力的方法很多。根据溪洛渡水电站工程的实测地应力资料,采用神经网络方法分别结合弹性有限元计算和弹塑性有限元计算两种方案对坝区初始地应力场进行了反演分析。比较发现两种方案反演计算结果非常接近,且均能模拟实际地应力场的分布规律。进一步的分析表明:在天然情况下当坝区岩体变形基本上处于弹性范围内时,在中低地应力区反演初始地应力场,进行弹性有限元计算即能满足要求。

Abstract: Initial geostress is very important for the design and the construction of rock engineering. There are several methods based on finite element theory used to calculate geostress. According to measured geostress data obtained from Xiluodu Hydropower Station, the back analysis of initial geostress was conducted by means of neural network with the elastic finite element and the elastoplastic finite element. The results from back analysis of initial geostress with elastic and elastoplastic finite element calculations were compared. It indicated that the results from two schemes are very approximate, and they may simulate the regularities of distribution in the real geostress field. By further analysis, under natural condition, rock distortion is almost elastic except for little yield zone in surface. So in the low-mid geostress region, the result from elastic finite element calculation can reach the requirement of initial geostress back analysis.