• 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

人工冻融软黏土微观孔隙变化及分形特性分析

王升福, 杨平, 刘贯荣, 樊文虎

王升福, 杨平, 刘贯荣, 樊文虎. 人工冻融软黏土微观孔隙变化及分形特性分析[J]. 岩土工程学报, 2016, 38(7): 1254-1261. DOI: 10.11779/CJGE201607012
引用本文: 王升福, 杨平, 刘贯荣, 樊文虎. 人工冻融软黏土微观孔隙变化及分形特性分析[J]. 岩土工程学报, 2016, 38(7): 1254-1261. DOI: 10.11779/CJGE201607012
WANG Sheng-fu, YANG Ping, LIU Guan-rong, FAN Wen-hu. Micro pore change and fractal characteristics of artificial freeze thaw soft clay[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(7): 1254-1261. DOI: 10.11779/CJGE201607012
Citation: WANG Sheng-fu, YANG Ping, LIU Guan-rong, FAN Wen-hu. Micro pore change and fractal characteristics of artificial freeze thaw soft clay[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(7): 1254-1261. DOI: 10.11779/CJGE201607012

人工冻融软黏土微观孔隙变化及分形特性分析  English Version

基金项目: 国家自然科学基金项目(51478226); 江苏省高校优势学科建设工程项目(PAPD); 江苏省普通高校研究生科研创新计划项目(KYLX15_0932)
详细信息
    作者简介:

    王升福(1990-),男,博士研究生,主要从事岩土与地下工程的相关研究。E-mail: nfuwangsf@foxmail.com。

Micro pore change and fractal characteristics of artificial freeze thaw soft clay

  • 摘要: 为探讨软黏土融沉及压缩特性的微观机理,以宁波地区软黏土为研究对象,采用冻融、压缩和压汞试验,对冻融和压缩前后的软黏土微观孔隙分布及变化进行了研究。取原状土、融土、压缩原状土、压缩融土4种土样分别进行压汞试验,提出孔径划分方法,结合分形理论对冻融软黏土微观孔隙变化进行分析,研究了软黏土的孔隙分布特征,并采用容量维数对孔体积分布和孔表面积分布进行计算,分析了冻融及压缩前后颗粒接触及孔隙变化。研究结果表明:软黏土冻融后孔体积和孔表面积均增大;原状土和融土压缩后孔体积和孔表面积均减小,软黏土的孔体积和孔表面积80%以上分布于微孔和超微孔中;软黏土冻融及压缩前后孔体积和孔表面积存在分形特性。
    Abstract: In order to investigate the microscopic mechanism of thawing collapse and compression characteristics of soft clay, the thawing collapse tests, compression tests and mercury intrusion porosimetry (MIP) are adopted to study microscopic pore distribution and change of soft clay in Ningbo area during the period before and after freezing, thawing and compression. A method for pore diameter division of four kinds of soil samples is proposed, including undisturbed soil, melted soil, compressed undisturbed soil and compressed thawing soil. Through scanning electron microscopy and mercury intrusion tests, the microstructural changes of freeze-thaw soft clay are analyzed according to the fractal theory of mercury. The characteristics of pore diameter distribution of soft clay are investigated, and the pore volume and area distribution are calculated by the capacity dimension. The results show that the pore volume and area of soft clay both increase after melting. The pore volume and area of undisturbed soil and thawing soil both decrease after compression, and more than 80% of pore volume and area of soft clay are distributed in the micro pores and ultra-micro pores. Besides, fractal characteristics exist in the pore volume and area.
  • [1] 吕海波, 汪 稔, 赵艳林, 等. 软土结构性破损的孔径分布试验研究[J]. 岩土力学, 2003, 24(4): 573-578. (LÜ Hai-bo, WANG Ren, ZHAO Yan-lin, et al. Study of structure characteristics evolution of soft clay by pore size distribution test[J]. Rock and Soil Mechanics, 2003, 24(4): 573-578. (in Chinese))
    [2] 张 英, 邴 慧, 杨成松. 基于SEM和MIP的冻融循环对粉质黏土强度影响机制研究[J]. 岩石力学与工程学报, 2015, 34(增刊1): 3597-3603. (ZHANG Ying, BING Hui, YANG Cheng-song. Influences of freeze-thaw cycles on mechanical porperties of silty clay based on SEM and MIP test[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(S1): 3597-3603. (in Chinese))
    [3] 薛 茹, 胡瑞林, 毛灵涛. 软土加固过程中微结构变化的分形研究[J]. 土木工程学报, 2006, 39(10): 87-91. (XUE Ru, HU Rui-lin, MAO Lin-tao. Fractal study on the microstructure variation of soft soils in consolidation process[J]. China Civil Engineering Journal, 2006, 39(10): 87-91. (in Chinese))
    [4] 唐益群, 赵书凯, 杨 坪, 等. 饱和软黏土在地铁荷载作用下微结构定量化研究[J]. 土木工程学报, 2009, 42(8): 98-103. (TANG Yi-qun, ZHAO Shu-kai, Yang Ping, et al. Analysis of the microscopic behavior of saturated soft clays under cyclic loading[J]. China Civil Engineering Journal, 2009, 42(8): 98-103. (in Chinese))
    [5] 周 晖, 房营光, 曾 铖. 广州饱和软土固结过程微孔隙变化的试验分析[J]. 岩土力学, 2010, 31(增刊1): 138-144. (ZHOU Hui, FANG Ying-guang, ZENG Cheng. Experimental analysis of micro pore change of Guangzhou saturated soft soil in consolidation process[J]. Rock and Soil Mechanics, 2010, 31(S1): 138-144. (in Chinese))
    [6] 姜 岩, 雷华阳, 郑 刚, 等. 动荷载作用下结构性软土微结构变化的分形研究[J]. 岩土力学, 2010, 31(10): 3075-3080. (JIANG Yan, LEI Hua-yang, ZHENG Gang, et al. Fractal study of microstructure variation of structured clays under dynamic loading[J]. Rock and Soil Mechanics, 2010, 31(10): 3075-3080. (in Chinese))
    [7] 谈云志, 孔令伟, 郭爱国, 等. 压实过程对红黏土的孔隙分布影响研究[J]. 岩土力学, 2010, 31(5): 1427-1430. (TAN Yun-zhi, KONG Ling-wei, GUO Ai-guo. Research on effect of compaction on pore size distribution of laterite soil[J]. Rock and Soil Mechanics, 2010, 31(5): 1427-1430. (in Chinese))
    [8] 徐日庆, 邓祎文, 徐 波, 等. 基于 SEM 图像信息的软土三维孔隙率定量分析[J].地球科学与环境学报, 2015, 37(3): 104-110. (XU Ri-qing, DENG Yi-wen, XU Bo, et al. Quantitative analysis of soft clay three-dimensional porosity based on SEM image information[J]. Journal of Earth Sciences and Environment, 2015, 37(3): 104-110. (in Chinese))
    [9] TYLER S W, WHEATCRAFT S W. Fractal scaling of soil particle-size distributions: analysis and limitations[J]. Soil Science Society of America Journal, 1992, 56(2): 362-369.
    [10] 许 勇, 张季超, 李伍平. 饱和软土微结构分形特征的试验研究[J]. 岩土力学, 2007, 28(增刊1): 49-52. (XU Yong, ZHANG Ji-chao, LI Wu-ping. Research on microstructure fractal features of the saturation soft soil[J]. Rock and Soil Mechanics , 2007, 28(S1): 49-52. (in Chinese))
    [11] 王宝军, 施 斌, 刘志彬, 等. 基于GIS的黏性土微观结构的分形研究[J]. 岩土工程学报, 2004, 26(2): 244-247. (WANG Bao-jun, SHI Bin, LIU Zhi-bin, et al. Fractal study on microstructure of clayey soil by GIS[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(2): 244-247. (in Chinese))
    [12] 张先伟, 王常明, 李军霞, 等. 蠕变条件下软土微观孔隙变化特性[J]. 岩土力学, 2010, 31(4): 1061-1067. (ZHANG Xian-wei, WANG Chang-ming, LI Jun-xia, et al. Variation characteristics of softclaymicropore in the creep condition[J]. Rock and Soil Mechanics, 2010, 31(4): 1061-1067. (in Chinese))
    [13] 尹振宇. 土体微观力学解析模型:进展及发展[J]. 岩土工程学报, 2013, 35(6): 993-1009. (YIN Zhen-yu. Micromechanics-based analytical model for soils: review and development[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 993-1009. (in Chinese))
    [14] 李国玉, 马 巍, 穆彦虎, 等. 季节冻土区压实黄土湿陷特性研究进展与展望[J]. 冰川冻土, 2014, 36(4): 934-943. (LI Guo-yu, MA Wei, MU Yan-hu, et al. Progress and prospects of the research on collapsibility of compacted loess in seasonally frozen ground regions[J]. Journal of Glaciology and Geocryology, 2014, 36(4): 934-943. (in Chinese)).
    [15] LAI Y, LI J, LI Q. Study on damage statistical constitutive model and stochastic simulation for warm ice-rich frozen silt[J]. Cold Regions Science and Technology, 2012, 71(2): 102-110.
    [16] GHAZAVI M, ROUSTAIE M. The influence of freeze-thaw cycles on the unconfined compressive strength of fiber-reinforced[J]. Cold Regions Science and Technology, 2010, 61(2/3): 125-131.
    [17] 王天亮, 卜建清, 王 扬, 等. 多次冻融条件下土体的融沉性质研究[J]. 岩土工程学报, 2014, 36(4): 625-632. (WANG Tian-liang, BU Jian-qing, WANG Yang, et al. Thaw subsidence properties of soils under repeated freeze-thaw cycles[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(4): 625-632. (in Chinese))
    [18] 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): 1919-1925. (MU Yan-hu, MA Wei, LI Guo-yu, et al. Quantitative analysis of impacts of freeze-thaw cycles upon microstructureof compacted loess[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1919-1925. (in Chinese))
    [19] TORRANCE J K, ELLIOT T, MARTIN R, et al. X-ray computed tomography of frozen soil[J]. Cold Regions Science and Technology, 2008, 53(1): 75-82.
    [20] 郑剑锋, 马 巍, 赵淑萍, 等. 三轴压缩条件下基于CT实时监测的冻结兰州黄土细观损伤变化研究[J]. 冰川冻土, 2011, 33(4): 839-845. (ZHENG Jian-feng, MA Wei, ZHAO Shu-ping, et al. Study of meso-damage changes of frozenLanzhou loess under triaxial compression based on CTreal-time monitoring[J]. Journal of Glaciology and Geocryology, 2011, 33(4): 839-845. (in Chinese)).
    [21] 陈世杰, 赵淑萍, 马 巍, 等. 利用CT扫描技术进行冻土研究的现状和展望[J]. 冰川冻土, 2013, 35(1): 193-200. (CHEN Shi-jie, ZHAO Shu-ping, MA Wei, et al. Studying frozen soil with ct technology: present studies and prospects[J]. Journal of Glaciology and Geocryology, 2013, 35(1): 193-200. (in Chinese))
    [22] 唐益群, 沈 峰, 胡向东, 等. 上海地区冻融后暗绿色粉质黏土动本构关系与微结构研究[J]. 岩土工程学报, 2005, 27(10): 1249-1252. (TANG Yi-qun, SHEN Feng, HU Xiang-dong, et al. Study on dynamic constitutive relation and microstructure of melted dark green silty soil in Shanghai[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1249-1252. (in Chinese))
    [23] 洪 军. 人工冻结条件下上海饱和软黏土的力学特性试验研究[D]. 上海: 同济大学, 2008. (HONG Jun. The mechanical properties tests of stuarted silty soft clay in Shanghai under artificial freezing method[D]. Shanghai: Tongji University, 2008. (in Chinese))
    [24] WASHBURN E W. Note on a method of determining the distribution of pore sizes in a porous material[J]. Proceedings of the National Academy of Sciences, 1921, 7: 115-116.
    [25] 杨 平, 张 婷. 人工冻融土物理力学性能研究[J]. 冰川冻土, 2002, 4(5): 665-667. (YANG Ping, ZHANG Ting. The physical and the mechanical properties of original and frozen-thawed soil[J]. Journal of Glaciology and Geocryology, 2002, 4(5): 665-667. (in Chinese)).
    [26] SHEAR D L, OLSEN H W, NELSON K R. Effects of desiccation on the hydraulic conductivity versus void ratio relationship for a natural clay[R]. Washington D C: Transportation research record, NRC National academy press. 1993: 1365-1370.
    [27] 张先伟, 孔令伟. 利用扫描电镜、压汞法、氮气吸附法评价近海黏土孔隙特征[J]. 岩土力学, 2013, 34(增刊2): 134-142. (ZHANG Xian-wei, KONG Ling-wei. Study of pore characteristics of offshore clay by SEM and MIP and NA methods[J]. Rock and Soil Mechanics, 2013, 34(S2): 134-142. (in Chinese))
计量
  • 文章访问数:  483
  • HTML全文浏览量:  3
  • PDF下载量:  477
  • 被引次数: 0
出版历程
  • 收稿日期:  2015-10-06
  • 发布日期:  2016-07-24

目录

    /

    返回文章
    返回