冻结砂土三轴试验中颗粒破碎研究

马玲; 齐吉琳; 余帆; 尹振宇

doi:10.11779/CJGE201503020

冻结砂土三轴试验中颗粒破碎研究 English Version

马玲^{1, 2},
齐吉琳^3,1,,
余帆¹,
尹振宇⁴

1. 中国科学院寒区旱区环境与工程研究所冻土工程国家重点实验室,甘肃兰州 730000; 2. 中国科学院大学,北京 100049; 3. 北京建筑大学土木与交通工程学院,北京 100044; 4. 南特中央理工大学土木工程系,法国南特 44321

基金项目: 国家自然科学基金项目（41172253）; 北京市属高等学校高层次人才引进与培养计划项目（CIT&TCD20150101）; 冻土工程国家重点实验室开放基金项目（SKLFSE201210）

详细信息

作者简介:
马玲(1987- ),女,宁夏西吉人,博士研究生,主要从事冻土力学与寒区工程等方面的研究。E-mail: maling0962@mails.jlu.edu.cn。

通讯作者:
齐吉琳

中图分类号: TU41
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出版历程
- 收稿日期: 2014-06-05
- 发布日期: 2015-03-23

Particle crushing of frozen sand under triaxial compression

MA Ling^{1, 2},
QI Ji-lin^3,1,,
YU Fan¹,
YIN Zhen-yu⁴

1. State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou 730000, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. School of Civil and Transportation Engineering, Beijing University of Architechture and Civil Engineering, Beijing 100044, China; 4. Department of Civil Engineering, Ecole Centrale de Nantes, Nantes 44321, France

摘要

摘要: 压力作用下颗粒发生破碎是引起砂土力学特性变化的重要因素之一,冻结砂土也是如此。对冻结砂土进行了不同温度和围压下的三轴剪切试验,并筛分得到三轴试验前后的颗粒大小分布曲线。通过引入Hardin定义的颗粒破碎率B_r,分析了围压与颗粒破碎的关系及颗粒破碎对冻土抗剪强度的影响。结果表明：在温度为-0.5℃,-1℃,-2℃,-5℃和围压为0.5,2,5,10 MPa的条件下,三轴剪切过程中会产生较为可观的颗粒破碎;颗粒破碎率B_r随围压增大,到达一定围压后B_r不再随着围压的增大发生明显变化,即存在一个颗粒不再发生明显破碎的临界围压σ_r。结合前人研究发现,-5℃下一般工程关心的围压范围内压融对冻土力学特性没有显著影响,而颗粒破碎起控制性作用。分析表明：-5℃条件下在不同的围压范围颗粒破碎对抗剪强度具有不同的影响。试验所采用的围压范围内,随着围压的增大,颗粒破碎率增大使得冻土的抗剪强度降低;破碎率达到极限以后,由于破碎的颗粒重排列又导致抗剪强度有所提高。
- 冻结砂土 /
- 颗粒破碎 /
- 三轴试验 /
- 压融 /
- 强度
Abstract: Particle crushing is one of the important factors to change mechanical properties of frozen sand, which is hardly studied quantitatively so far. Triaxial compression tests are carried out on a saturated frozen sand at -0.5℃, -1℃, -2℃ and -5℃ under the confining pressure of 0.5, 2, 5 and 10 MPa, respectively. The particle crushing ratio, B_r, defined by Hardin is obtained through the particle-size distribution curves for samples before and after triaxial tests. It aims to analyze the relationship between confining pressure and particle crushing as well as the influence of the particle crushing on strength. The testing program presents a considerable particle crushing in triaxial compression of the frozen sand. There is a critical confining pressure σ_r. When σ₃<σ_r, the particle crushing ratio, B_r, increases with the increase in confining pressure; otherwise, B_r does not increase obviously with the increase in confining pressure. Previous studies as well as the test results from this work show that under -5℃, pressure melting does not play important roles in mechanical properties of frozen soils. Therefore the test results under this temperature are taken for analysis without considering pressure melting. It is found that particle crushing has a dual influence on the strength of frozen sand. Under low pressure levels, particle crushing leads to weakening and strength decreases; with the increase in pressure, particle crushing reaches the maximum and particle rearrangement tends to improve the strength.
- frozen sand /
- particle crushing /
- triaxial compression test /
- pressure melting /
- strength

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参考文献(21)

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