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考虑基体变形和微凸体变形相互作用的岩石节理闭合变形理论模型

唐志成 黄润秋 焦玉勇 谭飞 朱星

岩土工程学报2017,Vol.39Issue(10):1800-1806,7.
岩土工程学报2017,Vol.39Issue(10):1800-1806,7.DOI:10.11779/CJGE201710007

考虑基体变形和微凸体变形相互作用的岩石节理闭合变形理论模型

Theoretical closure model for rock joints considering interaction of deformations of substrate deformation and asperity

唐志成 1黄润秋 2焦玉勇 2谭飞 1朱星3

作者信息

  • 1. 中国地质大学(武汉)工程学院,湖北武汉430074
  • 2. 成都理工大学地质灾害防治与地质环境保护国家重点实验室,四川成都610059
  • 3. 中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,湖北武汉430071
  • 折叠

摘要

Abstract

The closure behavior of rock joints remains a problem of interest with applications in many practical engineering cases.Based on a comprehensive assessment of realistic closure behavior,a Hertz-based theoretical model is proposed to predict the closure behavior of a rock joint under compressive loading.In the present study,special attention is focused on the role of mechanical interaction of asperities during the closure process.The vertical positions (perpendicular to the least square plane) of asperities are adjusted by using the discrete methodology based on the Hertz solution of substrate deformation outside the contact region.The factors influencing the closure behavior of rock joints can be considered by the model,namely (1) the surface morphology component,(2) the contact state between the upper and lower blocks (or the composite topography),and (3) the deformation due to asperity itself,the substrate deformation due to the deformed asperity and the deformation caused by the mechanical interaction due to the adjacent deformed asperities.The validity is demonstrated by comparing the experimental results with the curves predicted by Xia model,Tang model and the proposed model.The results show that the closure behavior predicted by the proposed model is in good agreement with experimental data,with small discrepancies between the predicted and the measured values.A preliminary explanation for the discrepancies of contact stiffness predicted by Xia model,Tang model and the proposed model associated with different underlying principles is also put forward.

关键词

岩石节理/闭合变形/接触力学/变形相互作用

Key words

rock joint/closure deformation/contact mechanics/mechanical interaction

分类

建筑与水利

引用本文复制引用

唐志成,黄润秋,焦玉勇,谭飞,朱星..考虑基体变形和微凸体变形相互作用的岩石节理闭合变形理论模型[J].岩土工程学报,2017,39(10):1800-1806,7.

基金项目

国家自然科学基金面上项目(41672302,11672360,41402247) (41672302,11672360,41402247)

地质灾害防治与地质环境保护国家重点实验室开放基金项目(SKLGP2014K018) (SKLGP2014K018)

岩土工程学报

OA北大核心CSCDCSTPCD

1000-4548

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