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A hardening load transfer function for rock bolts and its calibration using distributed fiber optic sensing

Journal of Rock Mechanics and Geotechnical Engineering 2023年第11期15卷 2816-2830页

作者： Assaf Klar Ori Nissim Itai Elkayam Faculty of Civil and Environmental Engineering Technion-Israel Institute of TechnologyHaifa32000Israel

Confinement of rock bolts by the surrounding rock formation has long been recognized as a positive contributor to the pull-out behavior,yet only a few experimental works and analytical models have been reported,most of which are based on the global rock bolt response evaluated in pull-out tests.This paper presents a laboratory experimental setup aiming to capture the rock formation effect,while using distributed fiber optic sensing to quantify the effect of the confinement and the reinforcement pull-out behavior on a more local level.It is shown that the behavior along the sample itself varies,with certain points exhibiting stress drops with crack formation.Some edge effects related to the kinematic freedom of the grout to dilate are also observed.Regardless,it was found that the mid-level response is quite similar to the average response along the sample.The ability to characterize the variation of the response along the sample is one of the many advantages high-resolution fiber optic sensing allows in such investigations.The paper also offers a plasticity-based hardening load transfer function,representing a"slice"of the anchor.The paper describes in detail the development of the model and the calibration/determination of its parameters.The suggested model captures well the coupled behavior in which the pull-out process leads to an increase in the confining stress due to dilative behavior.

关键词： Rock bolts Distributed fiber optic sensing pull-out tests Load transfer function Hardening model

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Development and application of an interface constitutive model for fully grouted rock-bolts and cable-bolts

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Journal of Rock Mechanics and Geotechnical Engineering 2021年第4期13卷 811-819页

作者： Emad Jahangir Laura Blanco-Martin Faouzi Hadj-Hassen Michel Tijani MINES ParisTech PSL Research UniversityDepartment of Geosciences35 Rue Saint Honoré77300FontainebleauFrance

This paper proposes a new interface constitutive model for fully grouted rock-bolts and cable-bolts based on pull-out test results.A database was created combining published experimental data with in-house tests.By means of a comprehensive framework,a Coulomb-type failure criterion accounting for friction mobilization was defined.During the elastic phase,in which the interface joint is not yet created,the proposed model provides zero radial displacement,and once the interface joint is created,interface dilatancy is modeled using a non-associated plastic potential inspired from the behavior of rock joints.The results predicted by the proposed model are in good agreement with experimental results.The model has been implemented in a finite element method(FEM)code and numerical simulations have been performed at the elementary and the structural scales.The results obtained provide confidence in the ability of the new model to assist in the design and optimization of bolting patterns.

关键词： Fully grouted bolts Interface constitutive model Dilatancy pull-out tests Finite element method(FEM)modeling

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Prediction of load-displacement performance of grouted anchors in weathered granites using FastICA-MARS as a novel model

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Geoscience Frontiers 2021年第1期12卷 415-423页

作者： Hao Shen Jinhui Li Sixin Wang Zewei Xie Department of Civil and Environmental Engineering Harbin Institute of Technology(Shenzhen)Shenzhen518055China Shenzhen Institute of Building Research Co. Ltd.Shenzhen518049China

With the rising needs of better prediction of the load-displacement performance of grouted anchors in an era of developing large-scale underground infrastructures,the existing methods in literature lack an accurate analytical model for the real-life projects or rigorous understanding of the parameters such as grouting pressures.This paper proposes Fast ICA-MARS as a novel data-driven approach for the prediction of the load-displacement performance of uplift-resisting grouted anchors.The hybrid and data-driven Fast ICA-MARS approach integrates the multivariate adaptive regression splines(MARS)technique with the Fast ICA algorithm which is for Independent Component Analysis(ICA).A database of 4315 observations for 479 different anchors from 7 different projects is established.The database is then used to train,validate and compare the Fast ICA-MARS approach with the classical MARS approach.The developed Fast ICA-MARS model can provide more accurate predictions than MARS.Moreover,the developed Fast ICA-MARS model is easy to interpret since the evaluation of the parameter importance of the independent components can be conducted along with the considerations of the correlations with the original variables.It is noteworthy to point out that the grouting pressures play a central role in the proposed model,which is considered of paramount importance in engineering practices but has not been properly taken into account in any prior analytical or empirical predictive models for the load-displacement relationships.

关键词： Grouted anchors Load-displacement relationships pull-out tests FastICA MARS

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