The Influence of Fresh and Weathered Rock Foliation on the Stability of the Monte Seco Tunnel

被引:0
作者
Pedro Pazzoto Cacciari
Marcos Massao Futai
机构
[1] University of São Paulo,Civil Engineering Graduate Program, Structural and Geotechnical Engineering Department, School of Engineering
来源
Rock Mechanics and Rock Engineering | 2021年 / 54卷
关键词
Monte Seco tunnel; Tunnel stability; Foliation; Weathering; DEM;
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学科分类号
摘要
The Monte Seco tunnel (MST) is one of several old unlined tunnels constructed for Brazilian railways in the 1950s, and the MST still receives intense train traffic (primarily for iron ore transportation). The MST was constructed in a fractured gneissic rock mass, which has potential instability problems associated with gravity-driven block falls (at low stress confinements) defined by three fracture sets and the metamorphic foliation. Previous geological and geotechnical surveys at the MST site have included basic geomechanical classifications from outcrops and drill core specimens, detailed terrestrial laser scanning (TLS) mapping of foliation and fracture planes, geoelectrical imaging and laboratory tests. These surveys discovered two sections of the tunnel (referred to herein as MS1 and MS2) with major potential for instability problems (i.e., poor rock mass qualities). In this paper, the 3D discrete element method (DEM) was used to assess the potential stability problems in these sections with particular interest on the role of the rock foliation strength on the current stability state of these sections. Three instability indicators were developed and monitored during and after the DEM simulations: the total failed block volume (FBV), the average displacement of the tunnel face (AD), and the percentage of slipping contacts near the tunnel face (SC). The weathering effects were considered in two different scenarios: the occurrence of isolated weathered foliation planes (WFPs) and the general weathering advance through potentially weathered regions. In the latter scenario, the percentage of weathered contacts (WC) increased progressively. The overall results indicated that fresh foliation planes ensured the current tunnel stability due to the moderate mica content (Ma) in such geological structures. Thus, underestimating the strength of foliation planes causes unrealistic instability conditions in the tunnel. However, the weathering advance on fractures and foliation planes can trigger important instability problems over time.
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页码:537 / 558
页数:21
相关论文
共 55 条
[1]  
Bahrani N(2018)Influence of stope excavation on drift convergence and support behavior: insights from 3D continuum and discontinuum models Rock Mech Rock Eng 51 2395-2413
[2]  
Hadjigeorgiou J(1983)Fundamentals of rock joint deformation Int J Rock Mech Min Sci Geomech Abstr 20 249-268
[3]  
Bandis SC(1977)The shear strength of rock joints in theory and practice Rock Mech 10 1-54
[4]  
Lumsden AC(1974)Engineering classification of rock masses for the design of tunnel support Rock Mech 6 189-236
[5]  
Barton NR(1998)Parametric study for a large cavern in jointed rock using a distinct element model (UDEC-BB) Int J Rock Mech Min Sci 35 17-29
[6]  
Barton N(2016)Mapping and characterization of rock discontinuities in a tunnel using 3D terrestrial laser scanning Bull Eng Geol Environ 75 223-237
[7]  
Choubey V(2017)Modeling a shallow rock tunnel using terrestrial laser scanning and discrete fracture networks Rock Mech Rock Eng 50 1217-1242
[8]  
Barton N(2018)Assessing the tensile strength of rocks and geological discontinuities via pull-off tests Int J Rock Mech Min Sci 105 44-52
[9]  
Lien R(2019)Effects of mica content on rock foliation strength Int J Rock Mech Min Sci 124 104143-116
[10]  
Lunde J(1988)Formulation of a three-dimensional distinct element model part I. A scheme to detect and represent contacts in a system composed of many polyhedral blocks Int J Rock Mech Min Sci Geomech 25 107-72