Fiber-reinforced shotcrete lining for stabilizing rock blocks around underground cavities

IF 4.9 2区 工程技术 Q1 ENGINEERING, CIVIL
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Abstract

Fiber-reinforced shotcrete is a high-performance material that presents some special characteristics, which can provide some suitable applications in the excavation of underground cavities. The presence of fibers induces an increase in the tensile strength, flexural strength and shear strength in the concrete, as well as allowing a ductile rather than brittle type of behavior. It can be used to create a lining of the underground cavity that allows the stabilization of rock blocks that show a tendency to slip or fall (from the side walls or from the crown area, respectively). In this work, some full-scale tests on the fiber-reinforced shotcrete lining are presented. From these tests, it was possible to measure the behavior of this material when it is loaded locally: it is the same type of action produced by the rock block when it is held back from falling or slipping. The results obtained have allowed to characterize this type of material from a mechanical point of view. A subsequent detailed analysis of the stability of rock blocks surrounding an underground cavity permitted to determine the static stabilizing contribution offered by the fiber-reinforced shotcrete lining, leading to the definition of the minimum thickness required, in relation to the type of block that is present (shape and size). It was possible to predict how a lining thickness of about 3.5 cm is able to stabilize (just 15 min after its spraying) rock blocks with an exposed surface area of up to 10 m2 and a distance of the internal vertex from the border of the cavity of up to 3 m.
用于稳定地下空洞周围岩块的纤维增强喷射混凝土衬里
纤维增强喷射混凝土是一种高性能材料,具有一些特殊的特性,可以在挖掘地下空洞时提供一些合适的应用。纤维的存在可提高混凝土的抗拉强度、抗弯强度和抗剪强度,并使其具有韧性而非脆性。它可用于创建地下空腔的衬里,从而稳定有滑落或坠落倾向的岩块(分别从侧壁或顶部)。在这项工作中,对纤维增强喷射混凝土衬里进行了一些全面的测试。通过这些试验,我们可以测量这种材料在局部受力时的行为:这与岩块在受阻时产生的作用类型相同,即防止岩块掉落或滑落。所获得的结果有助于从机械角度分析这种材料的特性。随后对地下空洞周围岩块的稳定性进行了详细分析,从而确定了纤维增强喷射混凝土衬里的静态稳定作用,并根据岩块的类型(形状和大小)确定了所需的最小厚度。我们可以预测,厚度约为 3.5 厘米的内衬如何能够稳定(喷射后 15 分钟内)暴露表面积达 10 平方米、内部顶点距空腔边界距离达 3 米的岩块。
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来源期刊
Transportation Geotechnics
Transportation Geotechnics Social Sciences-Transportation
CiteScore
8.10
自引率
11.30%
发文量
194
审稿时长
51 days
期刊介绍: Transportation Geotechnics is a journal dedicated to publishing high-quality, theoretical, and applied papers that cover all facets of geotechnics for transportation infrastructure such as roads, highways, railways, underground railways, airfields, and waterways. The journal places a special emphasis on case studies that present original work relevant to the sustainable construction of transportation infrastructure. The scope of topics it addresses includes the geotechnical properties of geomaterials for sustainable and rational design and construction, the behavior of compacted and stabilized geomaterials, the use of geosynthetics and reinforcement in constructed layers and interlayers, ground improvement and slope stability for transportation infrastructures, compaction technology and management, maintenance technology, the impact of climate, embankments for highways and high-speed trains, transition zones, dredging, underwater geotechnics for infrastructure purposes, and the modeling of multi-layered structures and supporting ground under dynamic and repeated loads.
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