A Novel Methodology to Investigate Critical Depth for Ductile-to-Brittle Transition During Scratch Testing

Mohammad Rasheed Khan, G. Glatz, D. Gwaba, G. Aidagulov
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Abstract

More than two decades have passed since the introduction of the scratch testing method for rock strength determination. The test method typically involves dragging a rigid-shaped cutter across the rock surface at a fixed cutting depth. This depth determines the failure mechanism of the rock, ductile for shallow depths and brittle for deeper. In the ductile mode, intrinsic specific energy is primarily a measure of the unconfined-compressive-strength (UCS), which is pivotal for rate of penetration (ROP) during drilling and for borehole stability analysis. On the contrary, brittle failure can lead to permanent core damage and is usually not desired as it impacts interpretation of the scratch testing results. Consequently, it is imperative to identify the critical depth, and at which transition from ductile to brittle failure occurs which will help optimize rock testing and tool designs. In this study, a novel methodology is proposed utilizing micro-computed tomography (CT) imaging to determine critical depth through morphological analysis of scratch test cuttings. Scratch tests are carried out on Indiana limestone core samples with the cutter-rock interaction geometry characterized by a cutter width of 10mm and a back-rake angle of 15°. The sample is scratched in the range of 0.05mm to 0.40mm with increments of 0.05mm. Scratch powder is carefully collected after each scratch increment and stored for further analysis. This powder is then loaded into slim rubber tubes and imaged at a high resolution of 1 µm with a helical micro-CT scanner. The scans are then reconstructed using a computer program to initiate the visualization of individual grains from each cutter depth including evaluation of grain morphologies. Finally, the results from this morphological analysis are corroborated and compared with three other methods: force response analysis, force inflection point analysis, and the size effect law (SEL). Based on shape analysis, it was found that the transition from ductile to brittle regime occurs at a depth of 0.25mm. Elongation and appearance of the enhanced degree of angularity of the grains as the depth of cut (DOC) increases past 0.25mm was observed. Moreover, large grain sizes were detected and are representative of formation of chips (typical brittle regime response). Furthermore, it is illustrated that the image analysis helps eliminate the ambiguity of force signal analysis and in combination can aid in the critical depth of cut determination. The other methods involving force alone and the SEL are not able to pin-point onset of brittle regime. Using a similar methodology, creation of a database for various rock types is recommended to develop a guide for the depth of cut selection during scratch testing. This novel methodology utilizing micro-CT analysis and comparative study with other techniques will put in place an accurate strategy to determine the critical depth of cut when designing rock scratch testing programs.
研究划痕试验中韧脆转变临界深度的新方法
岩石强度测定的划痕试验方法引入至今已有二十多年的历史。测试方法通常包括在岩石表面以固定的切割深度拖动刚性形状的刀具。这个深度决定了岩石的破坏机制,浅层为延性,深层为脆性。在延性模式下,固有比能主要是衡量无侧限抗压强度(UCS)的指标,UCS对于钻井过程中的钻速(ROP)和井眼稳定性分析至关重要。相反,脆性破坏会导致岩心永久性损伤,通常是不希望的,因为它会影响划痕测试结果的解释。因此,必须确定临界深度,以及从韧性破坏到脆性破坏的过渡,这将有助于优化岩石测试和工具设计。在这项研究中,提出了一种新的方法,利用微计算机断层扫描(CT)成像,通过对划痕测试岩屑的形态学分析来确定临界深度。对印第安纳石灰石岩心样品进行了划伤试验,其切削齿-岩石相互作用几何形状为切削齿宽度为10mm,后倾角为15°。样品在0.05mm ~ 0.40mm范围内进行划痕,以0.05mm为增量。每次划痕增加后,仔细收集划痕粉,并储存起来供进一步分析。然后将这种粉末装入细长的橡胶管中,用螺旋微型ct扫描仪以1 μ m的高分辨率成像。然后使用计算机程序重建扫描结果,以启动每个刀具深度的单个颗粒的可视化,包括颗粒形态的评估。最后,对该形态分析结果进行了验证,并与力响应分析、力拐点分析和尺寸效应定律(SEL)三种方法进行了比较。基于形状分析,发现在0.25mm深度处发生了从延性到脆性的转变。观察到随着切割深度(DOC)的增加,晶粒的伸长率和棱角度增加,超过0.25mm。此外,检测到的大晶粒尺寸代表了切屑的形成(典型的脆性响应)。此外,图像分析有助于消除力信号分析的模糊性,两者结合可以帮助确定切割的临界深度。其他仅涉及力和SEL的方法无法精确定位脆性状态的开始。使用类似的方法,建议创建不同岩石类型的数据库,以便在划痕测试期间制定切割深度选择指南。在设计岩石划伤测试方案时,这种利用微ct分析和与其他技术比较研究的新方法将为确定临界切割深度提供准确的策略。
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