Nelder-Mead algorithm for inversion analysis of in-situ stress field of underground powerhouse area of Dagangshan Hydropower Station

被引：0

作者：

Jia, Shan-Po ^{[1
]}

Chen, Wei-Zhong ^{[1
]}

Tan, Xian-Jun ^{[1
]}

Lu, Sen-Peng ^{[1
]}

机构：

[1] State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China

来源：

Yantu Lixue/Rock and Soil Mechanics | 2008年 / 29卷 / 09期

关键词：

Finite element method - Underground structures - Hydroelectric power - Hydroelectric power plants - Rock mechanics;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

The in-situ stress is one of the most important factors for the design and construction of large scale underground structure group. Based on the engineering geologic characteristics and the measured data of in-situ stress in the region of Dagangshan Hydropower Station, the lateral earth pressure coefficient model for 3-D in-situ stress inversion is established taking into account the influencing factor of in-situ stress. A methodology of inversion analysis combining the Nelder-Mead algorithm and finite element method is proposed, in which the finite element program is embedded as a module in the Nelder-Mead algorithm. Then, a new exact penalty error model is established between the actually measures and corresponding calculated results of stresses. Through the finite element approximation analysis, the optimum inversion coefficient can be derived. Through the comparison between calculated and measured stresses of measuring points, it is shown that the calculated stresses are similar with the measured stresses, which suggests that the reasonability of in-situ stress field finite element approximation. Therefore, the calculated stress field can be used for the analysis of the excavation simulation and long-term stability of Dagangshan Hydropower Station.

引用

页码：2341 / 2349