岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2013年
z2期
252-256
,共5页
李守巨%于申%张军%田泽润
李守巨%于申%張軍%田澤潤
리수거%우신%장군%전택윤
混凝土面板堆石坝%蠕变沉降%经验模型%参数估计%工程应用
混凝土麵闆堆石壩%蠕變沉降%經驗模型%參數估計%工程應用
혼응토면판퇴석패%연변침강%경험모형%삼수고계%공정응용
concrete-faced rockfill dam%creep settlement%empirical model%parameter estimation%engineering application
根据岩土材料Merchant、Bergers和Butterfield蠕变模型的基本形式,建立3种预测混凝土面板堆石坝蠕变沉降经验模型。以蒲石河混凝土面板堆石坝为例,采用非线性有限元方法数值模拟堆石坝的顺序填筑过程。根据堆石坝沉降现场观测数据,采用回归分析方法确定3种沉降经验模型中的待定参数,确定堆石坝的蠕变沉降随时间的变化关系。工程实践应用结果表明,所提出的堆石坝蠕变沉降经验模型具有较高的拟合和预测精度,堆石坝的蠕变沉降除与时间有关之外,还与观测点的应力状态和位置以及堆石料的变形模量有关。
根據巖土材料Merchant、Bergers和Butterfield蠕變模型的基本形式,建立3種預測混凝土麵闆堆石壩蠕變沉降經驗模型。以蒲石河混凝土麵闆堆石壩為例,採用非線性有限元方法數值模擬堆石壩的順序填築過程。根據堆石壩沉降現場觀測數據,採用迴歸分析方法確定3種沉降經驗模型中的待定參數,確定堆石壩的蠕變沉降隨時間的變化關繫。工程實踐應用結果錶明,所提齣的堆石壩蠕變沉降經驗模型具有較高的擬閤和預測精度,堆石壩的蠕變沉降除與時間有關之外,還與觀測點的應力狀態和位置以及堆石料的變形模量有關。
근거암토재료Merchant、Bergers화Butterfield연변모형적기본형식,건립3충예측혼응토면판퇴석패연변침강경험모형。이포석하혼응토면판퇴석패위례,채용비선성유한원방법수치모의퇴석패적순서전축과정。근거퇴석패침강현장관측수거,채용회귀분석방법학정3충침강경험모형중적대정삼수,학정퇴석패적연변침강수시간적변화관계。공정실천응용결과표명,소제출적퇴석패연변침강경험모형구유교고적의합화예측정도,퇴석패적연변침강제여시간유관지외,환여관측점적응력상태화위치이급퇴석료적변형모량유관。
Based on the basic characteristics of Merchant, Bergers and Butterfield creep models, three kinds of empirical models for predicting creep settlements of concrete-faced rockfill dam are proposed. Taking Pushihe concrete-faced rockfill dam for example, the sequential placement processes of concrete-faced rockfill dam are simulated by using nonlinear finite element method. The empirical model parameters are determined by using regression analysis procedure according to observed data of creep settlements in-situ. The relationships between creep settlements and times are presented. The engineering practical applications show that the fitting settlements agree well with observed values. The creep settlements of concrete-faced rockfill dam are related to not only times, but also stress state, location and elastic modulus of observing points.