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蒲石河抽水蓄能电站地下厂房三维初始应力场反演分析
引用本文:刘忠富,刘天鹏,蔡洪亮,徐小武.蒲石河抽水蓄能电站地下厂房三维初始应力场反演分析[J].岩土力学,2008,29(Z1):181-184.
作者姓名:刘忠富  刘天鹏  蔡洪亮  徐小武
作者单位:中水东北勘测设计研究有限责任公司科研院,长春 130061
摘    要:采用三维非线性有限元反演回归分析计算方法,提出侧压力系数函数拟合方法,考虑了地质构造,地形地貌以及实测应力对初始应力场的影响。对蒲石河抽水蓄能电站地下厂房区域初始地应力场进行反演回归分析研究,实测点处附近应力分布的局部特性证明反演计算方法是合理的。

关 键 词:初始地应力场  反演分析  三维有限元  侧压力系数  蒲石河抽水蓄能电站  
收稿时间:2008-07-24

Back analysis of 3D initial geostress of underground powerhouse of Pushihe Pumped Storage Power Station
LIU Zhong-fu,LIU Tian-peng,CAI Hong-liang,XU Xiao-wu.Back analysis of 3D initial geostress of underground powerhouse of Pushihe Pumped Storage Power Station[J].Rock and Soil Mechanics,2008,29(Z1):181-184.
Authors:LIU Zhong-fu  LIU Tian-peng  CAI Hong-liang  XU Xiao-wu
Institution:Research Institue, China Water Northeastern Investigation, Design and Research Co., Ltd., Changchun 130061, China
Abstract:Accordance to the practice of underground powerhouse of Pushihe Pumped Storage Power Station,and by using 3-D nonlinear finite element back analysis method,and considering effect of geological structure,topography and measured stress,back analysis of 3-D initial geostress is carried out.The results show that the method can reflect the impact of geological structure,topography on initial geostress,and it can also reflect the characteristics of stress distribution near measured points.The initial geostress as...
Keywords:initial geostress  back analysis  3-D FEM  lateral pressure coefficient  pumped storage power station  
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