基于施工期变形监测的特高拱坝力学参数反演研究

doi:10.16285/j.rsm.2017.01.030

›› 2017, Vol. 38 ›› Issue (1): 237-246.doi: 10.16285/j.rsm.2017.01.030

基于施工期变形监测的特高拱坝力学参数反演研究

冯帆^{1, 2}，邱信蛟²，张国新¹，管俊峰³，王丹³

1. 中国水利水电科学研究院流域水循环模拟与调控国家重点实验室，北京 100038；2. 水利部建设管理与质量安全中心，北京 100038； 3. 华北水利水电大学土木与交通学院，河南郑州 450011

收稿日期:2014-09-01 出版日期:2017-01-11 发布日期:2018-06-05
作者简介:冯帆，男，1985年生，工学博士，工程师，主要从事水工结构的数值仿真计算和水利工程的稽察工作。
基金资助:
国家自然科学基金资助项目(No. 51579252)；国家自然科学基金重点项目(No. 51439005)；国家自然科学基金青年基金项目(No. 51209094)；国家重点基础研究发展计划(973计划)(No. 2013CB035904，No. 2013CB036406)；河南省高等学校青年骨干教师资助计划项目(No. 2013GGJS-084)。

Inversion of mechanical parameters of super-high arch dam based on deformation monitoring during construction period

FENG Fan^{1, 2}, QIU Xin-jiao², ZHANG Guo-xin¹, GUAN Jun-feng³, WANG Dan³

（1. State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, China; 2. Center of Construction Management & Quality & Safety Supervision, The Ministry of Water Resources, Beijing 100038, China; 3. School of Civil Engineering and Communication, North China University of Water Conservancy and Electric Power, Zhengzhou, Henan 450011, China

Received:2014-09-01 Online:2017-01-11 Published:2018-06-05
Supported by:
This work was supported by the National Natural Science Foundation of China (51579252), the Key Program of the National Natural Science Foundation of China (51439005), the Young Foundation of the National Natural Science of China (51209094), the National Program on Key Basic Research Project of China (973 Program) (2013CB035904, 2013CB036406,) and the Fund for Outstanding Young Teacher of Higher Education in Henan Province (2013GGJS-084).

摘要/Abstract

摘要： 利用施工期内的各种变形监测数据，来反演300 m级特高拱坝真实力学参数具有重要的工程和科学意义。提出了一种基于特高拱坝施工期仿真应力的反演分析混合模型，该模型基于施工期大坝和基础监测的垂向压缩变形，来反演施工期真实力学参数，并以溪洛渡特高拱坝为例，验证了该模型的适用性与可行性：基于施工期精密水准仪的监测值反演了大坝的弹性模量，基于施工期多点位移计的监测值分段反演了基岩的变形模量，结果表明，该反演混合模型获得的反演值与弹性模量和变形模量的实测值均较为接近。研究成果可为同类特高拱坝工程的真实力学参数反演问题提供借鉴与科学依据。

关键词: 特高拱坝, 施工期, 监测数据, 反演, 混合模型, 仿真应力, 力学参数

Abstract: To deduce the real mechanical parameters of 300 m super-high arch dam inversely based on the various observation data during construction period, is of great engineering and research significance. In this paper, an inversion hybrid model of super-high arch dam is proposed based on simulating stress during construction period, which aims to deduce the real mechanical parameters inversely based on the vertical compressive deformation of dam and foundation detected in the period of construction. The practicality and feasibility of this model are validated by an case study of Xiluodu super-high arch dam. The elastic modulus of the dam body is inverted based on the observation of precise leveling instrument during construction, and the deformation modulus of its foundation is inverted according to the observation of multi-point extensometer during construction. The results show that the values obtained by the inversion hybrid model agree well with the actual measured elastic modulus and deformation modulus. The results in this current paper can provide research references for similar problem of super-high arch dams.

Key words: super-high arch dam, construction period, observation data, inversion, hybrid model, simulation stress, mechanical parameters

中图分类号:

TV 223

冯帆，邱信蛟，张国新，管俊峰，王丹，. 基于施工期变形监测的特高拱坝力学参数反演研究[J]. , 2017, 38(1): 237-246.

FENG Fan, QIU Xin-jiao, ZHANG Guo-xin, GUAN Jun-feng, WANG Dan，. Inversion of mechanical parameters of super-high arch dam based on deformation monitoring during construction period[J]. , 2017, 38(1): 237-246.

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基于施工期变形监测的特高拱坝力学参数反演研究

Inversion of mechanical parameters of super-high arch dam based on deformation monitoring during construction period

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