Inversion of rock mass mechanical parameter in underground powerhouse of Baishan pumped storage station
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Inversion of rock mass mechanical parameter in underground powerhouse of Baishan pumped storage station
Vol. 35, Issue S2, (2014)
作者机构:
大连理工大学 工业装备结构分析国家重点实验室,辽宁,大连,116204
作者简介:
基金信息:
DOI:
CLC:TU452
Online First:12 November 2014,
Published:2014
稿件说明:
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TIAN Ze-run, LI Shou-ju, YU Shen. Inversion of rock mass mechanical parameter in underground powerhouse of Baishan pumped storage station[J]. 2014, 35(S2).
DOI:
TIAN Ze-run, LI Shou-ju, YU Shen. Inversion of rock mass mechanical parameter in underground powerhouse of Baishan pumped storage station[J]. 2014, 35(S2).DOI:
Inversion of rock mass mechanical parameter in underground powerhouse of Baishan pumped storage station
According to observed deformation data in underground powerhouse excavation of Baishan pumped storage station
a parameter inversion method based on the response surface methodology is put forward. Using the response surface methodology
the nonlinear relationship between unknown rock mass mechanical parameter and surrounding rock deformation is proposed. Applying the finite element method
coefficients of response surface function are identified. Defining the objective function of parameter inversion
the problem of parameter inversion is changed into optimization. Quasi-Newton optimization algorithm and genetic algorithm are adopted to solve the objective function and get rock mechanical parameters. Based on rock mechanical parameters which are identified by parameter inversion
excavation deformation of surrounding rock is simulated. The study indicates that deformation of surrounding rock simulated by finite element method give a good agreement with in-situ observed data in underground powerhouse.