Thermo-mechanical modelling of spalling around the deposition boreholes in an underground nuclear waste repository during its thermal phase

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL International Journal of Rock Mechanics and Mining Sciences Pub Date : 2024-09-11 DOI:10.1016/j.ijrmms.2024.105898
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Abstract

This paper presents a three-dimensional numerical analysis of multiple fracture growth leading to the development of excavation disturbed zones and spalling around deposition boreholes in a geological disposal facility. The development of fracture patterns is simulated with the Imperial College Geomechanics Toolkit, a finite-element based simulator that can model the simultaneous nucleation, growth, and coalescence of multiple fractures in quasi-brittle rock. In these simulations, fractures develop due to the stress concentrations around the borehole wall, caused by the local in situ stresses, and due to the thermal stresses caused by the radioactive decay of the waste. Fracture patterns, and the extent of the spalled zone, are computed after the borehole drilling, heating, and cooling stages, at the Forsmark repository site in Sweden. The effect of temperature on the nucleation and growth of spalling fractures, as well as on the reactivation of pre-existing fractures, is assessed qualitatively, by comparing fracture patterns, and quantitatively, in terms of the maximum spalling depth, width, and increase in the total fractured surface area. Overall, the simulations presented herein indicate that thermal spalling will increase the depths (away from the borehole) and angular widths of the spalled zone, but is not likely to lead to major increases in fracture aperture, and concomitant increases in hydraulic transmissivity and permeability of the spalled zone, above that which has already been caused by mechanical spalling.

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地下核废料贮存库热阶段贮存孔周围剥落的热机械建模
本文对地质弃置设施中沉积钻孔周围导致挖掘扰动区和剥落发展的多重断裂生长进行了三维数值分析。该工具包是一种基于有限元的模拟器,可以模拟准脆性岩石中多条裂缝的同时成核、生长和凝聚。在这些模拟中,裂缝的形成是由于钻孔壁周围的应力集中(由局部原位应力和废物放射性衰变引起的热应力造成)。在瑞典福斯马克(Forsmark)储存库现场,经过钻孔、加热和冷却阶段后,对断裂模式和剥落区的范围进行了计算。通过比较断裂形态,对温度对剥落裂缝的成核和生长以及对原已存在裂缝的再活化的影响进行了定性评估,并根据最大剥落深度、宽度和总断裂表面积的增加情况进行了定量评估。总之,本文介绍的模拟结果表明,热剥蚀会增加剥蚀区的深度(远离井眼)和角宽度,但不可能导致裂缝孔径的大幅增加,以及剥蚀区水力渗透率和渗透性的随之增加,而不会超过机械剥蚀已经造成的增加。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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