本文以试验为依据揭示饱水冻结黄土拉伸蠕变过程的若干特点。拉伸蠕变同样具有两类三阶段性质。与压缩蠕变相比,拉伸非衰减蠕变的总变形小,第Ⅲ阶段变形的比例不大,历时短,不论土温高低最终均发生脆性破坏,根据应变速率-时间曲线特征提出拉伸蠕变方程,对第Ⅲ阶段变形有较好的表述。
Abstract
Some deformation characteristics of tensile creep revealed by a test of frozen saturated loess are presented in this paper. Similar to compressive creep, decay creep and undecay creep can be distinguished. As for undecay creep, there are also three phases, i.e. steady, unsteady and failure phases. As compared with compressive creep, less deformation of tensile creep occurs until cracking. The deformation in phase Ⅲ is a little one, lasting a short time. The ultimate fracture is brittle, regardless of temperature. A creep equstion is derived from the strain rate-time curve successively, which may well describe the strain at the phase Ⅲ.
关键词
黄土 /
冻土蠕变 /
拉伸蠕变 /
衰减蠕变 /
非衰减蠕变
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Key words
loess /
creep of frozen soil /
tensile creep /
decay creep /
undecay creep
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参考文献
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[2] 吴紫汪、张家游、朱元林,1982.冻土流变试验研究.见:中国地理学会冰川冻土学术会议论文选集(冻土学). 北京:科学出版社,128-132
[3] 崔托维奇H A,1973.冻土力学(中译本,1985).北京:科学出版社,1940, 108-127
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[5] Zhu Yuanlin, Cabee D L, 1983. Creep behaviour of frozen silt under constant uniaxial stress. Proceedings of 4th International conference on permafrost, Fairbanks. Alaska
[6] Zhu Yuanlin, Cabee D L, 1987. Creep and strength behaviour of frozen silt. In proc. of 4th inter. Symp, on Ground Freezing. Sapporo, 153-157
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脚注
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