Quantitative Evaluation of Micromechanical Behavior of Kaolin Clay by Using Micro-Indenter

Quantitative Evaluation of Micromechanical Behavior of Kaolin Clay by Using Micro-Indenter
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利用微压头定量评价高岭土的微观力学行为

DOI：
10.11362/jcssjnendokagaku.59.1_1
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发表时间：
2020
期刊：
Journal of the Clay Science Society of Japan (in Japanese)
影响因子：
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通讯作者：
金山素平，嘉本晃子，颯田尚哉，武藤由子
金山素平，嘉本晃子，颯田尚哉，武藤由子
中科院分区：
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文献类型：
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作者：
Paul Ayella;ISHII Atsushi;SATOH Masayoshi;丹野ちぐさ，石井敦;北原陽光，石井敦;石井敦;金山素平，嘉本晃子，颯田尚哉，武藤由子

文献摘要

相似文献

本研究以定量评价细观尺度下高岭土的力学行为为目的，对细观区域内高岭土的变形行为和强度进行了研究。此外，强度的微观区域得到的强度从无侧限压缩试验与无侧限压缩试验得到的。
In this study, focusing on the quantitative evaluation of the mechanical behavior of kaolin clay at the micro scale, the deformation behavior and strength in the micro region were examined. Furthermore, the strength of the microscopic area obtained from the indent test was compared with the strength obtained from the unconfined compression test.