A novel adaptable analog material for simulating transversely isotropic rocks: mechanical properties and applications

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
João Paulo Giro , Alain Zanella , Regis Mourgues , Olivier Galland , Mariano Martín Ramirez
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Abstract

Transversely isotropic rocks (TIRs) are widespread in geological formations, and understanding their mechanical behavior is crucial for geotechnical and geoengineering applications. This study presents the development of a novel analog material that reproduces the directional mechanical properties of TIRs. The material is composed of quartz sand, mica flakes, and gelatin in adjustable proportions, allowing control over strength and stiffness anisotropy. Uniaxial compressive strength (UCS) and direct shear tests were conducted to evaluate mechanical responses across different anisotropy angles. Results show that the analog material replicates key features of natural TIRs, including directional variations in strength and fracture modes. In UCS tests, the anisotropy angle (β) governs the transition between tensile and shear failure. In direct shear tests, the orientation angle (α) significantly affects shear strength. Higher gelatin concentrations increase cohesion and Young's modulus without changing the internal friction angle, while mica content reduces overall strength and stiffness. Comparisons with published data on sedimentary and metamorphic rocks confirm the mechanical representativeness of the material. Its simplicity, tunability, and reproducibility make it a useful tool for scaled physical modeling of anisotropic rock behavior in the laboratory. This approach supports the experimental investigation of deformation and failure mechanisms in layered rock masses under controlled conditions.
一种用于模拟横向各向同性岩石的新型适应性模拟材料:力学特性及应用
横向各向同性岩石(TIRs)在地质构造中广泛存在,了解其力学行为对岩土工程和地球工程应用至关重要。本研究提出了一种新型模拟材料的发展,再现了tir的定向力学性能。该材料由石英砂、云母片和明胶组成,比例可调,可以控制强度和刚度的各向异性。进行了单轴抗压强度(UCS)和直剪试验,以评估不同各向异性角度下的力学响应。结果表明,模拟材料复制了天然tir的关键特征,包括强度和断裂模式的方向性变化。在UCS试验中,各向异性角(β)控制着拉伸破坏和剪切破坏之间的转变。在直剪试验中,取向角(α)对抗剪强度影响显著。较高的明胶浓度会增加黏结力和杨氏模量,而不会改变内摩擦角,而云母含量会降低整体强度和刚度。与已发表的沉积岩和变质岩资料的比较证实了该物质的力学代表性。它的简单性、可调性和可重复性使其成为实验室中各向异性岩石行为的尺度物理建模的有用工具。该方法支持层状岩体在受控条件下变形破坏机制的实验研究。
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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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