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Analyse numérique discrète de l'aléa fontis et du foisonnement associés aux cavités souterraines

Abstract : Over time, the underground cavities are subjected to aging and several types of degradation can occur. The old underground cavities have probably not been designed to be stable over the long term. They have sometimes been totally or partially backfilled, but not in a systematic way. The collapse of a mine causes deconsolidation of the upper levels of the overburden. These mechanisms can cause two types of disorders on the surface: subsidence or sinkhole. Subsidence and sinkhole can cause severe damage to structures and infrastructures in surface, but also jeopardize the safety of the population.The work of this thesis revolves around the study of rock's bulking, sinkhole and its spread in the overburden. The aims of this thesis are twofold: firstly, to study the bulking of rock during the roofs mine collapse; Secondly, modeling the spread of the sinkhole in the overburden and thus to prioritize the parameters associated with this phenomenon.The first part of this thesis is a bibliographical study which summarizes the methods of exploitation, methods of analysis of stability of underground quarries, methods of prediction of the height of collapse and estimation of the bulking factor. At the end of this bibliographic synthesis, the study focused on shallow underground quarries operated by rooms and pillars. Thus, numerical modeling using the discrete element method (MED) was chosen to analyze the instability of roofs of underground quarries.The second part focuses on the development of a numerical model with the following objectives: on the one hand, the development of a Rock Mass Discretization Program (RMDP) which constitutes the preprocessor of the STTAR3D software and the development of a Code allowing calculation of the bulking factor of the rubble of collapse. On the other hand, implementation of the behavior laws on STTAR3D.The third part consists of determining, on the one hand, the physicals and mechanicals characteristics of samples taken from the quarry of the Brasserie (Paris-France), which was chosen to test the model developed. On the other hand, determining of parameters of the behavior law used for modeling the contacts, namely “” and “μ”.Finally, the last part of this work is made of numerical simulations for which the parameters of the behavior law measured experimentally have been introduced in STTAR3D. In the first numerical study, we investigate the effect of fall height, the radius of the initial opening of the sinkhole and the fracturing degree on the bulking of the rubble, as well as the effect of variation of the bulking on the collapse height and on the subsidence. In a second step, a model of the Brasserie’s mine is realized, the behavior of which is studied by numerical simulation in order to obtain the subsidence on the surface and the collapse height, which are compared with the in-situ observations
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Submitted on : Wednesday, March 14, 2018 - 5:02:07 PM
Last modification on : Friday, July 17, 2020 - 5:08:53 PM
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  • HAL Id : tel-01680864, version 1



Yaghkob Ikezouhene. Analyse numérique discrète de l'aléa fontis et du foisonnement associés aux cavités souterraines. Mécanique des matériaux [physics.class-ph]. Université Paris-Est, 2017. Français. ⟨NNT : 2017PESC1109⟩. ⟨tel-01680864⟩



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