真三轴压缩下多孔砂岩孔隙崩塌和扩容的发生:实验观察和细观力学模拟

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Fanbao Meng , Lu Shi , Stephen Hall , Patrick Baud , Teng-fong Wong
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引用次数: 0

摘要

我们提出了在Bleurswiller砂岩延性区获得的新的真三轴压缩数据。变形样品显示出一系列的破坏模式,定性上类似于在常规条件下(轴对称压缩)进行的早期实验研究报告。特别是,目视检查和x射线计算机断层成像显示压实定位在我们所有的变形样品。Zhu等人(2010)1的孔隙崩溃模型被扩展到包括中间主应力的作用,我们关于剪切增强压实开始的新数据与包含三个应力不变量的扩展模型基本一致。在脆性状态下获得的已发表的真三轴数据强调了中间主应力对剪胀开始的影响。将传统的滑动翼裂纹模型扩展到真三轴条件下的预测结果与这些数据的一致性较差。另一种由wiebolls &;Cook与实验结果比较吻合。我们的新数据和分析将有助于解释各种岩土和构造环境下多轴压缩下的非弹性变形。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Onset of pore collapse and dilatancy in porous sandstone under true triaxial compression: Experimental observation and micromechanical modeling
We present new true triaxial compression data obtained in the ductile regime on Bleurswiller sandstone. The deformed samples show a range of failure modes qualitatively similar to what was reported by earlier experimental studies performed in conventional conditions (axisymmetric compression). In particular, visual inspection and X-ray Computed Tomography imaging reveal compaction localization in all our deformed samples. The pore collapse model of Zhu et al.( 2010) 1 is extended to include the role of the intermediate principal stress and our new data for the onset of shear-enhanced compaction are in basic agreement with this extended model that includes three stress invariants. Published true triaxial data obtained in the brittle regime highlights the impact of the intermediate principal stress on the onset of dilatancy. The predictions of the conventional sliding wing crack model extended to true triaxial conditions are in poor agreement with these data. Another energetic approach pioneered by Wiebols & Cook shows a better agreement with the experimental results. Our new data and analysis will help the interpretation of inelastic deformation under polyaxial compression in various geotechnical and tectonic settings.
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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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