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冻融作用对压实黄土结构影响的微观定量研究

穆彦虎, 马 巍, 李国玉, 毛云程

穆彦虎, 马 巍, 李国玉, 毛云程. 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): 1919-1925.
引用本文: 穆彦虎, 马 巍, 李国玉, 毛云程. 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): 1919-1925.
MU Yan-hu, MA Wei, LI Guo-yu, MAO Yun-cheng. Quantitative analysis of impacts of freeze-thaw cycles upon microstructure of compacted loess[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1919-1925.
Citation: MU Yan-hu, MA Wei, LI Guo-yu, MAO Yun-cheng. Quantitative analysis of impacts of freeze-thaw cycles upon microstructure of compacted loess[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1919-1925.

冻融作用对压实黄土结构影响的微观定量研究  English Version

基金项目: 国家自然 科学基金项目( 40821001 , 41001041 , 40801022 , 40801026 , 41071048 );西部交通建设科技项目( 200831800025 ); 中国科学院西部行动计划项目( KZCX2-XB2-10 );冻土工程国家重点实验室研究项目( SKLSE-ZQ-02 , SKLFSE-ZY-03 )
详细信息
    作者简介:

    穆彦虎 (1985 – ) ,男,新疆昌吉人,博士研究生,主要从事冻土力学与寒区工程方面的研究工作。

  • 中图分类号: TU444

Quantitative analysis of impacts of freeze-thaw cycles upon microstructure of compacted loess

  • 摘要: 通过补水条件下的冻融循环试验,对经历不同冻融次数的压实黄土土样进行电镜扫描图像的定量分析,同时进行土样宏观物理性质的测试,探讨微观结构与宏观性质之间的关系,揭示冻融循环对压实黄土结构影响的过程与机理。研究结果表明,随着冻融循环次数的增加,土样内部冰晶的生长及冷生结构的形成导致土样中孔隙体积增加,土颗粒受到挤压并形成新的土骨架结构。大中孔隙个数及其所占孔隙总面积百分比显著增加,由 2 次冻融循环后的 78% 增加至 31 次冻融循环后的 90% 。同时,土样中出现一些由大中孔隙组成的、对黄土湿陷性起控制作用的架空孔隙。宏观物理性质测试表明,随着冻融循环次数的增加,土样含水率显著增加并出现重分布,而干密度则先减小而后基本保持不变。 31 次冻融循环后,土样上下层含水率相比于初始值增加分别超过 140% , 50% ,而干密度则由初始的 1.86 g/cm3 减小为 1.55 g /cm3 ,减幅为 17% 。微观结构和宏观性质的改变均表明了冻融作用对于压实黄土结构的弱化作用。
    Abstract: After a series of laboratory experiments in an open system, the impacts of freeze-thaw cycles on the structure of compacted loess are studied by means of the quantitative analysis of scanning electron microscope images. The physical properties of the soils are tested simultaneously to discuss the relationship between microstructure and macro-properties of the loess. The results of microstructure analysis show that, with the increase of freeze-thaw cycles, the formation of cryogenesis results in obvious enlargement of pore volumes and therefore extrusion and redistribution of soil particles. The ratio of big- and mid- pore area to the total pore area increases from 78% after 2 cycles to 90% after 31 cycles. Meanwhile, some pores with open structure, which controls the loess collapsibility, are formed during the cycles. The results of macro-properties test show that, during the cycles, the water content of the samples increases significantly and is redistributed, and the dry density of the samples decreases initially and then keeps almost constant. After 31 cycles, the water contents at the upper and lower parts of the sample increase by more than 140% and 55%, respectively, whereas the dry density of the sample decreases from the initial value of 1.86 g/cm3 to 1.55 g/cm3, about a depression of 17%. Collectively, the results from both the micro- and macro-analyses indicate that the freeze-thaw action significantly weakens the structure of compacted loess.
  • [1] 齐吉琳 , 马 巍 . 冻土的力学性质及研究现状 [J]. 岩土力学 , 2010, 31 (1): 133 – 143. (QI Ji-lin, MA Wei. State-of-art of research on mechanical properties of frozen soils[J]. Rock and Soil Mechanics, 2010, 31 (1): 133 – 143. (in Chinese))
    [2] 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. (QI Ji-lin , ZHANG Jian-ming , ZHU Yuan-lin. Influence of Freeze-thawing on soil structure and its soil mechanics significance[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22 (S2): 2690 – 2694. (in Chinese))
    [3] 沙爱民 , 陈开圣 . 压实黄土的湿陷性与微观结构的关系 [J]. 长安大学学报 , 2006, 26 (4): 1 – 4. (SHA Ai-min, CHEN Kai-sheng. Relationship between collapsibility and microstructure of compacted loess[J]. Journal of Chang’an University, 2006, 26 (4): 1 – 4. (in Chinese ))
    [4] TOVEY N K , KRINSLEY D H, DENT D L, et al. Techniques to quantitatively study the microfabric of soils[J]. Geoderma , 1992 , 53 (3-4 ): 217 – 235.
    [5] TOVEY N K, SMART P, HOUNSLOW M W, et al. Automatic orientation mapping of some types of soil fabric[J]. Geoderma , 1992, 53 (3-4 ): 179 – 200.
    [6] 谢定义 . 黄土力学特性与应用研究的过去、现在与未来 [J]. 地下空间 , 1999, 19 (4): 273 – 284. (XIE Ding-yi. The past, present and future of the research on mechanical characteristics and application of loess[J]. Underground Space, 1999, 19 (4): 273 – 284. (in Chinese ))
    [7] 高国瑞 . 兰州黄土显微结构和湿陷机理的探讨 [J]. 兰州大学学报 ( 自然科学版 ), 1972(2): 123 – 134. (GAO Guo-rui. Research on the microstructure and collapsible mechanism of loess soil in Lanzhou[J]. Journal of Lanzhou University (Natural Sciences), 1972(2): 123 – 134. (in Chinese ))
    [8] 高国瑞 . 黄土的显微结构分类与湿陷性 [J]. 中国科学 , 1980(12): 1203 – 1208. (GAO Guo-rui. Micro texture type and collapsibility of loess soil[J]. Science in China, 1980(12): 1203 – 1208. (in Chinese ))
    [9] 高国瑞 . 黄土湿陷变形的结构理论 [J]. 岩土工程学报 , 1990, 12 (4): 1 – 10. (GAO Guo-rui. A structure theory for collapsing deformation of loess soils[J]. Chinese Journal of Geotechnical Engineering, 1990, 12 (4): 1 – 10. (in Chinese))
    [10] 杨运来 . 黄土湿陷机理的研究 [J]. 中国科学 (B 辑 ), 1988(7): 756 – 766. (YANG Yun-lai. Study on the collapsible mechanism of loess[J]. Science in China (Series B), 1988(7): 756 – 766. (in Chinese ))
    [11] 雷祥义 . 黄土显微结构类型与物理力学性质指标之间的关系 [J]. 地质学报 , 1989, 63 (2): 182 – 191. (LEI Xiang-yi. Relationship between type of loess microstructure and physical mechanic property index[J]. Acta Geological Sinica, 1989, 63 (2): 182 – 191. (in Chinese ))
    [12] BAI X H, SMART P. Engineering properties of lucheng loess in Shanxi[J]. Chinese Journal of Geotechnical Engineering, 2002, 24 (4): 515 – 518.
    [13] 张德华 , 白晓红 . 黄土湿陷性的微观研究 [J]. 西部探矿工程 , 1996, 8 ( 增刊 ): 7 – 9. (ZHANG De-hua. BAI Xiao-hong. Micro study of collapsibility of loess[J] . West-China Exploration Engineering, 1996, 8 (S0): 7 – 9. (in Chinese))
    [14] 李喜安 , 彭建兵 , 陈志新 . 公路路基黄土湿陷性的室内实验研究 [J]. 公路交通科技 , 2005, 22 (9): 93 – 96. (LI Xi-an, PENG Jian-bing, CHEN Zhi-xin. Study on collapse causes of loess based on experimental methods[J]. Journal of Highway and Transportation Research and Development, 2005, 22 (9): 93 – 96. (in Chinese ))
    [15] 王生新 , 韩文峰 , 谌文武 , 等 . 冲击压实路基黄土的微观特征研究 [J]. 岩土力学 , 2006, 27 (6): 939 – 944. (WANG Sheng-xin, HAN Wen-feng, CHEN Wen-wu, et al. Micro study on roadbed loess improvement by impact compaction technology[J]. Rock and Soil Mechanics, 2006, 27 (6): 939 – 944. (in Chinese))
    [16] 卢玉东 , 孙建中 . 黄土的多级湿陷性研究 [J]. 煤田地质与勘探 , 2005, 33 (4): 63 – 64. (LU Yu-dong, SUN Jian-zhong. Discussion on multilevel collapsibility of loess[J]. Coal Geology & Exploration, 2005, 33 (4): 63 – 64. (in Chinese))
    [17] 孙建中 , 刘健民 . 黄土的未饱和湿陷、剩余湿陷和多次湿陷 [J]. 岩土工程学报 , 2000, 22 (3): 365 – 367. (SUN Jan-zhong, LIU Jian-min. On unsaturated collapse, remnant collapse and multiple collapse of the loess[J]. Chinese Journal of Geotechnical Engineering, 2000, 22 (3): 365 – 367. (in Chinese ))
    [18] 王兰民 , 邓 津 , 黄 媛 . 黄土震陷性的微观结构量化分析 [J]. 岩石力学与工程学报 , 2007, 26 ( 增刊 1): 3025 – 3031. ( WANG Lan-min, DENG Jin, HUANG Yuan. Quantitative analysis of microstructure of loess Seismic subsidence[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26 (S1): 3025 – 3031. (in Chinese ))
    [19] 王 梅 , 白晓红 , 杨 晶 . 湿陷性黄土微观结构分析的试样制备 [J]. 太原理工大学学报 , 2010, 41 (3): 283 – 286. (WANG Mei, BAI Xiao-hong, YANG Jing. Method of specimen preparation for collapsible loess microstructure research[J]. Journal of Taiyuan University of Technology, 2010, 41 (3): 283 – 286. (in Chinese ))
    [20] 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): 158 – 160. (MA Wei, XU Xue-zu, ZHANG Li-xing. Influence of frost and thaw cycles on shear strength of lime silt[J]. Chinese Journal of Geotechnical Engineering, 1999, 21 (2): 158 – 160. (in Chinese))
    [21] WANG Da-yan, MA Wei, NIU Yong-hong, et al. Effects of cyclic freezing and thawing on mechanical properties of Qinghai-Tibet clay[J]. Cold Regions Science and Technology, 2007, 48 (1): 34 – 43.
    [22] 杨成松 , 何 平 , 程国栋 , 等 . 冻融作用对土体干重度和含水率影响的试验研究 [J]. 岩土力学与工程学报 , 2003, 22 ( 增刊 2): 2695 – 2699. (YANG Cheng-song, HE Ping, CHENG Guo-dong, et al. Testing study on the influence of freezing and thawing on dry density and water content of soil[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22 (S2): 2695 – 2699. (in Chinese ))
    [23] EDWIN J C, ANTHONY J G. Effect of freezing and thawing on the permeability and structure of soils[J]. Engineering Geology, 1979(13): 73 – 92.
    [24] 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 (6): 2082 – 2086. (QI Ji-lin, MA Wei. Influence of freezing-thawing on strength of overconsolidated soils[J]. Chinese Journal of Geotechnical Engineering, 2006, 28 (6): 2082 – 2086. (in Chinese ))
    [25] 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. (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 ))
    [26] 王家鼎 , 袁中夏 , 任 权 . 高速铁路地基黄土液化前后微观结构变化研究 [J]. 西北大学学报 ( 自然科学版 ), 2009, 39 (3): 480 – 483. (WANG Jia-ding, YUAN Zhong-xia, REN Quan. A study on loess microstructure pre and post liquefaction of high-speed railway foundation[J]. Journal of Northwest University (Natural Science Edition), 2009, 39 (3): 480 – 483. (in Chinese ))
    [27] 雷祥义 , 王书法 . 黄土的孔隙大小与湿陷性 [J]. 水文地质工程地质 , 1987(5): 15 – 18. (LEI Xiang-yi, WANG Shu-fa. Size of loess pores in relation to collapsibility[J]. Hydrogeology and Engineering Geology, 1987(5): 15 – 18. (in Chinese ))
    [28] LI Guo-yu, MA Wei, JIN Hui-jun, et al. Experimental research on impact of freeze-thaw cycle on geotechnical properties of compacted loess[C]// Proceedings of 63rd Canadian Geotechnical Conference and the 6th Canadian Permafrost Conference, Calgary, Alberta.
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  • 发布日期:  2011-12-14

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