Parameter inversion of nonlinear constitutive model of rockfill materials using observed deformations after dam construction
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Parameter inversion of nonlinear constitutive model of rockfill materials using observed deformations after dam construction
Vol. 35, Issue S2, (2014)
作者机构:
1. 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,116023
2. 辽宁蒲石河抽水蓄能有限公司,辽宁,丹东,118216
作者简介:
基金信息:
DOI:
CLC:TV33
Online First:12 November 2014,
Published:2014
稿件说明:
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LI Shou-ju, ZHANG Jun, LIANG Jin-quan, et al. Parameter inversion of nonlinear constitutive model of rockfill materials using observed deformations after dam construction[J]. 2014, 35(S2).
DOI:
LI Shou-ju, ZHANG Jun, LIANG Jin-quan, et al. Parameter inversion of nonlinear constitutive model of rockfill materials using observed deformations after dam construction[J]. 2014, 35(S2).DOI:
Parameter inversion of nonlinear constitutive model of rockfill materials using observed deformations after dam construction
In order to determine nonlinear constitutive model parameters of rockfill materials
the inversion procedure based on response surface method is proposed. The sequential impoundment processes of concrete-faced rockfill dam are simulated by using nonlinear finite element method. The response surface functions of forecasting dam settlement for every observing point are presented. The coefficients of response surface function are calculated. Model parameters of nonlinear constitutive relationship of rockfill materials are determined using observed deformations after dam construction and response surface functions of forecasting dam settlement. The practical applications show that the proposed inversion procedure is of higher computing efficiency; and the forecasted dam settlements agree well with observed values.