冻土蠕变的渐进屈服准则

王正贵, 马巍, 盛煜, 吴柴汪

冰川冻土 ›› 1996, Vol. 18 ›› Issue (2) : 155-161.

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冰川冻土 ›› 1996, Vol. 18 ›› Issue (2) : 155-161. DOI: 10.7522/j.issn.1000-0240.1996.0023  CSTR: 32264.14.j.issn.1000-0240.1996.0023
研究论文

冻土蠕变的渐进屈服准则

  • 王正贵1, 马巍2, 盛煜2, 吴柴汪2
作者信息 +

A Progressive Yield Criteria on Creep of Frozen Soil

  • Wang Zhenggui1, Ma Wei2, Sheng Yu2, Wu Ziwang2
Author information +
文章历史 +

摘要

基于冻土蠕变的现象分析表明,冻土蠕变的破坏是由于冻土中非弹性变形积累的结果,在冻土的任何变形阶段都存在着非弹性变形。非弹性变形的积累在一定条件下导致了冻土渐进屈服的出现,渐进屈服反过来又促进了冻土蠕变的进一步增加。据此将冻土考虑为一种粘弹塑性材料,给出了一种表述冻土蠕变的渐进屈服准则,同时还得到了描述冻土蠕变全过程的蠕变方程。

Abstract

Based on of analysis creep of frozen soil, it is considered that the creep failure of frozen soil is caused by accumulation of non elastic deformation. In any deformation stage of frozen soil, threr exists non elastic deformation whose acculumation causes appearence of the progressive yield under certain condition and in trun promotes further increase in creep. Accordingly, considering frozen soil as a viscoelastic plastic material, this paper gives a progressive yield criteria to describe the creep of frozen soil, meanwhile a creep equation describing the whole process of creep is obtained.

关键词

渐进屈服 / 蠕变 / 冻土

Key words

progressive yield criteria / creep / frozen soil

引用本文

导出引用
王正贵, 马巍, 盛煜, 吴柴汪. 冻土蠕变的渐进屈服准则[J]. 冰川冻土, 1996, 18(2): 155-161 https://doi.org/10.7522/j.issn.1000-0240.1996.0023
Wang Zhenggui, Ma Wei, Sheng Yu, Wu Ziwang. A Progressive Yield Criteria on Creep of Frozen Soil[J]. Journal of Glaciology and Geocryology, 1996, 18(2): 155-161 https://doi.org/10.7522/j.issn.1000-0240.1996.0023

参考文献

[1] 杨挺表,余激杨.1990.一种粘弹塑性本构关系的探讨.见:塑性力学和地球动力学文集.北京大学出版社,9~16.
[2] Bodner S R and Y Parton.1975.Constitutive equations for elastic-viscoplastic strain-hardening materials.Journal of Applied Mechanics.50:385~389.
[3] Ladanyi B.1972.An engineering theory of creep of frozen soils.Canadian Geotechnical Journal.9(1):63~88.
[4] Ting J M.1983.Tertiary creep model for frozen sand.ASCE Journal of Geotechnical Enginering,109(7):932~945.
[5] Vyalov S S et al.1963.The strength and creep of frozen soils and calculations for ice_soilret aining structures.USCRREL Translation,76.

基金

国家自然科学基金会资助项目
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