长期冻融循环引起黄土强度劣化的试验研究

董晓宏 张爱军 连江波 郭敏霞

董晓宏, 张爱军, 连江波, 郭敏霞. 2010: 长期冻融循环引起黄土强度劣化的试验研究. 工程地质学报, 18(6): 887-893.
引用本文: 董晓宏, 张爱军, 连江波, 郭敏霞. 2010: 长期冻融循环引起黄土强度劣化的试验研究. 工程地质学报, 18(6): 887-893.
DONG Xiaohong, ZHANG Aijun, LIAN Jiangbo, GUO Minxia. 2010: LABORATORY STUDY ON SHEAR STRENGTH DETERIORATION OF LOESS WITH LONG-TERM FREEZING-THAWING CYCLES. JOURNAL OF ENGINEERING GEOLOGY, 18(6): 887-893.
Citation: DONG Xiaohong, ZHANG Aijun, LIAN Jiangbo, GUO Minxia. 2010: LABORATORY STUDY ON SHEAR STRENGTH DETERIORATION OF LOESS WITH LONG-TERM FREEZING-THAWING CYCLES. JOURNAL OF ENGINEERING GEOLOGY, 18(6): 887-893.

长期冻融循环引起黄土强度劣化的试验研究

基金项目: 

国家自然科学基金项目(50779058),冻土工程国家重点实验室开放基金项目(SKLFSE200803).

详细信息
    作者简介:

    董晓宏,主要从事岩土力学与工程方面的研究工作.Email: wwwdxh0529@126.com

    通讯作者:

    张爱军,主要从事非饱和特殊土理论与岩土工程数值计算工作.Email:zaj@nwsuaf.edu.cn

  • 中图分类号: TU411.7

LABORATORY STUDY ON SHEAR STRENGTH DETERIORATION OF LOESS WITH LONG-TERM FREEZING-THAWING CYCLES

  • 摘要: 以陕西杨凌地区黄土为研究对象,进行了不同含水率、不同干密度的黄土在不同冻融循环次数作用下的直剪试验,探索出进行黄土反复冻融循环试验的方法和控制标准,探讨了封闭系统下黄土在反复冻融循环作用下的抗剪强度劣化特性规律。试验结果表明:黄土在反复冻融循环作用下,表面破坏比较严重; 随着冻融次数的增加,黄土的黏聚力先减小后增大,最低值发生在10次冻融循环之内; 内摩擦角基本不变; 反复冻融循环作用在3~5次对黄土强度有较大的影响,会导致黄土强度的劣化现象发生,但长期冻融作用则会主要体现在对黄土表面的变形破坏等其他方面。
  • [1] 齐吉琳, 马巍.冻融作用对超固结土强度的影响
    [J].岩土工程学报,2006, 28 (12).
    Qi Jilin,Ma Wei. Influence of freezing-thawing on strength of over consolidated soils.Chinese Journal of Geotechnical Engineering.2006, 28 (12).

    [2] 屈建军, 王家澄,程国栋.西北地区古代生土建筑物冻融风蚀机理的实验研究
    [J].冰川冻土.2002, 24 (1).
    Qu Jianjun,Wang Jiacheng. An experimental study on the mechanisms of freeze-thaw and wind erosion of ancient adobe construction in northwest China. Journal of Glaciology and Geocryology. 2002, 24 (1).

    [3] Yong R N, Boonsinsuk P,Yin CW P. Alternation of soil behaviour after cyclic freezing and thawing . In: Proceedings of 4th International Symposium on Ground Freezing . Rotterdam,the Netherlands: A. A. Balkema, 1985.

    [4] Chuvilin Ye.M,Yazynin O.M. Frozen soil macro-and microstructure formation . In: 5th International Conference on Permafrost . Trondheim: Tapir Publishers, 1988,320~323.

    [5] Bondarenko G.I.Sadovsky A.V. Water content effect of the thawing clay soils on shear strength . In: Proceedings of 7th International Symposium on Ground Freezing . Rotterdam,Netherlands: A. A. Balkema, 1991,123~127.

    [6] 张虎元, 冯坷,等.水泥黄土反复冻融条件下的强度衰减机理
    [J].冰川冻土.1993, 15 (1).
    Zhang Huyuan,Feng Ke,et al. Mechanicsm of the attennation of strength foe loess-cement with cyclical freezing and thawing.Journal of Glaciology and Geocryology.1993, 15 (1).

    [7] 马巍,徐学祖,张立新.冻融循环对石灰粉土剪切强度特性的影响
    [J].岩土工程学报.1999, 21 (2).
    Ma Wei,Xu Xuezu,Zhang Lixin.Influence of frost and thaw cycles on shear strength of lime silt. Chinese journal of Geotechnical Engineering.1999, 21 (2).

    [8] AoyamaK.S. Ogawaand M.Fukuda temoreature dependencis of mechanical properties of soil subjected to freezing and thawing .Procedingsof the 4th International Symposiumon GroungThawinSapporo,Japan,Rotterdam,Netherlands,A.A.Balkema Publishers.1985, 211~222.

    [9] 齐吉琳,张建明,朱元林. 冻融作用对土结构性影响的土力学意义
    [J]. 岩石力学与工程学报,2003, 22 (增2).
    Qi Jilin,Zhang Jianming,Zhu Yuanlin. Influence of freezing-thawing on siol structure and its soil mechanics significance. Chinese Journal of Rock Mechanics and Engineering. 2003, 22 :(supp. 2).

    [10] 汪仁和, 张世银,秦国秀.冻融土工程特性的试验研究
    [J].淮南工业学院学报,2001, 12 (5).
    Wang Renhe,Zhang Shiying,Qin Guoxiu.Study on characteristic of freeze and thaw soil in engineering. Journal of Huainan Institute of Technology, 2001, 21 (4).

    [11] 王大雁, 马巍,常小晓,等.冻融循环作用对青藏粘土物理力学性质的影响
    [J].岩石力学与工程学报,2005, 24 (23).
    Wang Dayan,Ma Wei,Chang Xiaoxiao,et al. Physico-mechanical properties changes of Qinghai-Tibet clay due to cyclic freezing and thawing.Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (23).

  • 加载中
计量
  • 文章访问数:  4402
  • HTML全文浏览量:  225
  • PDF下载量:  1758
  • 被引次数: 0
出版历程
  • 收稿日期:  2009-11-19
  • 修回日期:  2010-01-25
  • 刊出日期:  2010-12-25

目录

    /

    返回文章
    返回