| 引用本文: | 马付龙,刘恩龙,王丹,康建,宋丙堂.高温高含冰量冻结砂土的三轴压缩力学特性[J].哈尔滨工业大学学报,2024,56(7):124.DOI:10.11918/202301046 |
| MA Fulong,LIU Enlong,WANG Dan,KANG Jian,SONG Bingtang.Experimental study on triaxial compression mechanical characteristics of warm and ice-rich frozen sand[J].Journal of Harbin Institute of Technology,2024,56(7):124.DOI:10.11918/202301046 |
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| 高温高含冰量冻结砂土的三轴压缩力学特性 |
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马付龙1,2,刘恩龙1,3,王丹1,康建1,2,宋丙堂1
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(1.冻土工程国家重点实验室(中国科学院西北生态环境资源研究院),兰州 730000; 2.中国科学院大学,北京 100049;3.四川大学 水利水电学院,成都 610065)
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| 摘要: |
| 为深入研究高温高含冰量冻土的力学特性与变形机制,以不同含冰量的冻结砂土为研究对象,通过开展-1.5 ℃下的三轴压缩试验,讨论了围压和含冰量对冻结砂土力学特性的影响,并分析了常规饱和冻土与高含冰量冻土在变形机制上的差异。结果表明:针对砂土提出的“冰砂混合,分层压实,下部补水”的制样方法可制出土颗粒分布均匀的高含冰量饱和冻土试样；高含冰量冻结砂土与饱和冻结砂土的强度和体变差异很大,但不同含冰量的高含冰量冻结砂土的应力应变关系和体变很接近；不同围压下的67%含冰质量分数冻结砂土均为应变软化型,且随着围压的增大,试样应变软化的程度逐渐降低,体变逐渐由体胀向体缩转化；饱和冻结砂土受力时是由土颗粒、冰和未冻水共同承担；而高含冰量冻结砂土主要由冰直接承担外力,冰中夹杂的土颗粒间接地影响了冰的力学性质。 |
| 关键词: 高温高含冰量冻土 砂土 三轴试验 力学特性 变形机制 |
| DOI：10.11918/202301046 |
| 分类号:TU445 |
| 文献标识码:A |
| 基金项目:国家自然科学基金(41771066)；冻土工程国家重点实验室自主研究课题(SKLFSE-ZQ-202206,SKLFSE-ZT-202213) |
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| Experimental study on triaxial compression mechanical characteristics of warm and ice-rich frozen sand |
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MA Fulong1,2,LIU Enlong1,3,WANG Dan1,KANG Jian1,2,SONG Bingtang1
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（1.State Key Laboratory of Frozen Soil Engineering(Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences), Lanzhou 730000, China; 2.University of Chinese Academy of Sciences, Beijing 100049, China; 3.College of Water Resources and Hydropower, Sichuan University, Chengdu 610065, China）
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| Abstract: |
| The mechanical characteristics of warm and ice-rich frozen sand are the key and difficult problems in frozen soil engineering. In order to study the frozen sand with different ice contents, triaxial tests at -1.5 ℃ were carried out on conventional saturated frozen sand and ice-rich frozen sand. Based on the experimental results, the effects of confining pressure and ice content on the mechanical characteristics of frozen sand are discussed. And the differences in deformation mechanisms between conventional saturated frozen sand and ice-rich frozen sand are analyzed. The results show that: the proposed method of "mixing ice particles and sand, compacting in layers, and replenishing water from below" can make ice-rich frozen sand with uniform distribution of soil particles. The strength and volumetric strain of ice-rich frozen sand differ greatly from conventional saturated frozen sand, but the stress-strain relationship and volumetric strain of ice-rich frozen sand with different ice contents are very close. The ice-rich frozen sand with 67% ice content under different confining pressure are strain-softening type; and with the increase of confining pressure, the degree of strain-softening gradually decreases, and the volumetric strain gradually transforms from volumetric dilation to volumetric contraction. The external force on conventional saturated frozen sand is shared by soil particles, ice and unfrozen water, while the external force on the ice-rich frozen sand is mainly borne directly by ice, in which the entrained soil particles indirectly affect the mechanical characteristics of ice. |
| Key words: warm and ice-rich frozen soil sand triaxial test mechanical characteristics deformation mechanism |
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