• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
ZHENG Fang, SHAO Sheng-jun, WANG Song-he. Influences of freeze-thaw on strength of loess under complex stress path[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 224-228. DOI: 10.11779/CJGE2021S1041
Citation: ZHENG Fang, SHAO Sheng-jun, WANG Song-he. Influences of freeze-thaw on strength of loess under complex stress path[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 224-228. DOI: 10.11779/CJGE2021S1041

Influences of freeze-thaw on strength of loess under complex stress path

More Information
  • Received Date: December 14, 2020
  • Available Online: December 05, 2022
  • In order to investigate the influences of freeze-thaw on the strength characteristics of loess under complex stress path, the true-triaxial apparatus is used to carry out consolidation drained shear tests under the constant p stress path for the remolded loess experiencing different freeze-thaw cycles.In the freeze-thaw tests, the samples are set to go through five different freeze-thaw cycles as 0, 1, 3, 5 and 10.In the shear tests, the constant spherical stress p is controlled as 200, 300 and 400 kPa, and the b-values of the five intermediate principal stress parameters are respectively set at the value of 0, 0.25, 0.5, 0.75 and 1.The stress-strain curve of remolded loess and the strength failure line on the p-q surface of remolded loess are given.The influences of freeze-thaw cycles on the stress-strain curves of soil under different b-value conditions and the effects of freeze-thaw and b-values on the strength parameters of remolded loess are discussed.The results show that the freeze-thaw cycles have little effect on the shape of the stress-strain curve of soil, while the change of b-value has significant effect on the shape.The shear strength first decreases and then slightly increases with the number of freeze-thaw, and finally tends to be stable, while it decreases with the value of b.The cohesion first decreases with the number of freeze-thaw cycles and then tends to be stable, while it increases with the b-value and then decreases.The internal friction angle fluctuates irregularly in a small range with the number of freeze-thaw cycles, while it increases first and then decreases with the value of b in a small range.
  • [1]
    穆彦虎, 马巍, 李国玉, 等. 冻融作用对压实黄土结构影响的微观定量研究[J]. 岩土工程学报, 2011, 33(12): 1919-1924. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201112017.htm

    MU Yan-hu, MA Wei, LI Guo-yu, et al. Quantitative analysis of impacts of freeze-thaw cycles upon microstructure of compacted loess[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1919-1924. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201112017.htm
    [2]
    连江波. 冻融循环作用下黄土物理性质变化规律[D]. 杨凌: 西北农林科技大学, 2010.

    LIAN Jiang-bo. Study on the Variation of Physical Properties of Loess under Freezingthawing Cycles[D]. Yangling: Northwest A&F University, 2010. (in Chinese)
    [3]
    周泓, 张泽, 秦琦, 等. 冻融循环作用下黄土基本物理性质变异性研究[J]. 冰川冻土, 2015, 37(1): 162-168. https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT201501018.htm

    ZHOU Hong, ZHANG Ze, QIN Qi, et al. Research on variability of basic physical properties of loess under freezing-thawing cycles[J]. Journal of Glaciology and Geocryology, 2015, 37(1): 162-168. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT201501018.htm
    [4]
    许健, 王掌权, 任建威, 等. 冻融条件下重塑黄土渗透规律试验分析[J]. 西北农林科技大学学报:自然科学版, 2017, 45(7): 134-142. https://www.cnki.com.cn/Article/CJFDTOTAL-XBNY201707017.htm

    Xu Jian, Wang Zhang-quan, Ren Jian-wei, et al. Experimental analysis on permeability law of remolded loess under freezing-thawing condition[J]. Journal of Northwest A&F University(Nat.Sci.Ed.), 2017, 45(7): 134-142. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XBNY201707017.htm
    [5]
    宋春霞, 齐吉琳, 刘奉银. 冻融作用对兰州黄土力学性质的影响[J]. 岩土力学, 2008, 29(4): 1077-1080. doi: 10.3969/j.issn.1000-7598.2008.04.042

    SONG Chun-xia, QI Ji-lin, LIU Feng-yin. Influence of freeze-thaw on mechanical properties of Lanzhou loess[J]. Rock and Soil Mechanics, 2008, 29(4): 1077-1080. (in Chinese) doi: 10.3969/j.issn.1000-7598.2008.04.042
    [6]
    董晓宏, 张爱军, 连江波, 等. 长期冻融循环引起黄土强度劣化的试验研究[J]. 工程地质学报, 2010, 18(6): 887-893. doi: 10.3969/j.issn.1004-9665.2010.06.012

    DONG Xiao-hong, ZHANG Ai-jun, LIAN Jiang-bo, et al. Laboratory study on shear strength deterioration of loess with long-termfreezing-thawing cycles[J]. Journalof Engineering Geology, 2010, 18(6): 887-893. (in Chinese) doi: 10.3969/j.issn.1004-9665.2010.06.012
    [7]
    倪万魁, 师华强. 冻融循环作用对黄土微结构和强度的影响[J]. 冰川冻土, 2014, 36(4): 922-927. doi: 10.7522/j.issn.1000-0240.2014.0111

    NI Wan-kui, SHI Hua-qiang. Influence of freezing-thawing cycles on micro-structure and shear strength of loess[J]. Journal of Glaciology and Geocryology, 2014, 36(4): 922-927. (in Chinese) doi: 10.7522/j.issn.1000-0240.2014.0111
    [8]
    李双好, 李元勋, 高欣亚, 等. 冻融作用对原状黄土抗剪强度的影响规律[J]. 土木与环境工程学报, 2020, 42(1): 48-55.

    LI Shuan-hao, LI Yuan-xun, GAO Xin-ya, et al. Effect of freezing and thawing on shear strength of intact loess[J]. Journal of Civil and Environmental Engineering, 2020, 42(1): 48-55. (in Chinese)
    [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(增刊2): 2690-2694. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2003S2031.htm

    QI Ji-lin, ZHANG Jian-ming, ZHU Yuan-lin. Influence of freezing-thawing on soil structure and its soil mechanics significance[J]. ChineseJournalofRock Mechanics and Engineering, 2003, 22(S2): 2690-2694. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX2003S2031.htm

Catalog

    Article views (126) PDF downloads (56) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return