| 石英砂粒径对水合物沉积物力学性质的影响 |
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| 引用本文： | 王哲,李栋梁,吴起,卢静生,梁德青,吴小平.石英砂粒径对水合物沉积物力学性质的影响[J].实验力学,2020(2):251-258. |
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| 作者姓名： | 王哲 李栋梁 吴起 卢静生 梁德青 吴小平 |
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| 作者单位： | 中国科学院天然气水合物重点实验室;广东省新能源和可再生能源研究开发与应用重点实验室;中国科学院广州能源研究所;中国科学院广州天然气水合物中心;中国科学技术大学纳米科学技术学院;中国科学院大学;中国科学技术大学地球和空间科学学院 |
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| 基金项目： | 国家重点研发计划(2017YFC0307305);国家自然科学基金(51474197,51661165011)资助. |
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| 摘 要： | 利用自主研发的水合物沉积物原位合成与力学性质测试的高压低温三轴仪,通过多级加荷的试验方法,以不同粒径的砂粒作为沉积物骨架进行三轴压缩试验,得到了剪切过程的应力-应变关系曲线,以及不同粒径尺寸沉积物的强度,还有剪切过程中的体积变化关系。结果表明:含水合物沉积物强度随着沉积物粒径尺寸的增大而增强;在降压剪切过程中,所有粒径的水合物沉积物式样均有明显的剪缩现象。
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| 关 键 词： | 甲烷水合物 粒径 应力应变曲线 三轴压缩试验 |
Effects of quartz sand particle sizes on mechanical properties of hydrate sediments |
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| WANG ZHE,LI Dong-liang,WU QI,LU Jing-sheng,LIANG De-qing,WU Xiao-ping.Effects of quartz sand particle sizes on mechanical properties of hydrate sediments[J].Journal of Experimental Mechanics,2020(2):251-258. |
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| Authors: | WANG ZHE LI Dong-liang WU QI LU Jing-sheng LIANG De-qing WU Xiao-ping |
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| Institution: | (Guangzhou Institute of Energy Conversion,Chinese Academy of Sciences,Guangzhou 510640,China;Key Laboratory of Gas Hydrate,Chinese Academy of Sciences,Guangzhou 510640,China;Guangdong Provincial Key Laboratory of New and Renewable Energy Research and Development,Guangzhou 510640,China;Guangzhou Center for Gas Hydrate Research,Chinese Academy of Sciences,Guangzhou 510640,China;Nano Science and Technology Institute,University of Science and Technology of China,Suzhou 215123,China;University of Chinese Academy of Sciences,Beijing 100049,China;School of Earth&Space Science,University of Science and Technology of China,Hefei 230026,Anhui,China) |
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| Abstract: | Triaxial tests are carried out by the multistage loading method on a self-developed high-pressure and low-temperature triaxial apparatus for in-situ synthesis and mechanical properties testing of hydrate sediments.Quartz sand particles with different sizes are served as sediment scaffolds.The stress-strain curves,sediment strength with different particle sizes and the volume variation relationship during the shearing process are obtained.The results show that the strength of the methane hydrate sediment increases as the particle size of the sediment increases.In the processes of depressurization and shearing,the hydrate sample will have obvious shear shrinkage regardless of the particle size of the sediment. |
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| Keywords: | methane hydrate particle size strain-stress curves triaxial test |
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