Volume 42 Issue 6
Nov.  2023
Turn off MathJax
Article Contents
Ma Hongfa, Liu Qingbing, Li Jing. Effect of shrinkage characteristics of bentonite with different sand mixing rates and dry densities[J]. Bulletin of Geological Science and Technology, 2023, 42(6): 76-85. doi: 10.19509/j.cnki.dzkq.tb20220099
Citation: Ma Hongfa, Liu Qingbing, Li Jing. Effect of shrinkage characteristics of bentonite with different sand mixing rates and dry densities[J]. Bulletin of Geological Science and Technology, 2023, 42(6): 76-85. doi: 10.19509/j.cnki.dzkq.tb20220099

Effect of shrinkage characteristics of bentonite with different sand mixing rates and dry densities

doi: 10.19509/j.cnki.dzkq.tb20220099
  • Received Date: 09 Mar 2022
  • Accepted Date: 15 Dec 2022
  • Rev Recd Date: 13 Dec 2022
  • Objective

    Bentonite is a special soil with obvious expansion and shrinkage, and its strength change caused by shrinkage, accompanied by the formation of fissure has significant impact on the safety of engineering structures.Thereby, investigation on the shrinkage of bentonite is of great importance to engineering safety.

    Methods

    By carrying out the drying shrinkage test under constant temperature, combined with digital image technology, the effects of dry density and sand mixing rate on water evaporation, anisotropic strain and fissure during the drying shrinkage process of soil were studied.

    Results

    The results showed that the drying shrinkage process of the soil can be divided into deceleration stage and residual stages. During shrinkage process, the higher the dry density and sand content ratio in soil sample, the less the water loss, the smaller the strain in each direction and the fewer the fissure created. The soil microstructure observed by scanning electron microscopy showed that the higher the dry density and sand content ratio, the more uniform and dense the soil microstructure, and the less the pores in soil. According to the selection of the soil sample shrinkage characteristic model, the T&D model has a better data fitting effect.

    Conclusion

    Experimental results evidence that increasing the sand addition rate and dry density is an effective means to reduce the shrinkage of bentonite.

     

  • loading
  • [1]
    刘松玉. 土力学[M]. 北京: 中国建筑工业出版社, 2005.

    Liu S Y. Soil mechanics[M]. Beijing: China Architecture and Building Press, 2005(in Chinese).
    [2]
    杨俊, 童磊, 张国栋. 初始含水率对风化砂改良膨胀土无侧限抗压强度的影响[J]. 地质科技情报, 2014, 33(6): 213-218.

    Yang J, Tong L, Zhang G D. Initial moisture content influence on the unconfined compressive strength of weathered sand improved expansive soil[J]. Geological Science and Technology Information, 2014, 33(6): 213-218(in Chinese with English abstract).
    [3]
    胡雪松, 唐朝晖, 万佳文, 等. 煤矸石换填膨胀土路基的沉降研究[J]. 地质科技情报, 2017, 36(6): 261-266.

    Hu X S, Tang C H, Wan J W, et al. Replacing expansive soil with coal gangue in subgrade settlement[J]. Geological Science and Technology Information, 2017, 36(6): 261-266(in Chinese with English abstract).
    [4]
    Braudeau E, Costantini J M, Bellier G, et al. New device and method for soil shrinkage curve measurement and characterization[J]. Soil Science Society of America Journal, 1999, 63(3): 525-535. doi: 10.2136/sssaj1999.03615995006300030015x
    [5]
    Giraldez J V, Spositon G, Delgado C. A general soil volume change equation: Ⅰ. The two-parameter model[J]. Soil Science Society of America Journal, 1983, 47(3): 419-422. doi: 10.2136/sssaj1983.03615995004700030005x
    [6]
    McGarry D, Malafant K W J. The analysis of volume change in unconfined units of oil[J]. Soil Science Society of America Journal, 1987, 51(2): 290-297. doi: 10.2136/sssaj1987.03615995005100020005x
    [7]
    Tariq A R, Durnford D S. Analytical volume change model for swelling clay soil[J]. Soil Science Society of America Journal, 1993, 57(5): 1183-1187. doi: 10.2136/sssaj1993.03615995005700050003x
    [8]
    Bolt G H. Physicochemical analysis of compressibility of pure clays[J]. Geotechnique, 1956, 6(2): 86-93. doi: 10.1680/geot.1956.6.2.86
    [9]
    Simms P, Yanful E. Measurement and estimation of pore shrinkage and pore distribution in a clayey till during soil-water characteristic curve tests[J]. Canadian Geotechnical Journal, 2001, 38(4): 741-754. doi: 10.1139/t01-014
    [10]
    谭罗荣. 蒙脱土晶格胀缩对其体积变化的影响[J]. 水文地质工程地质, 1981, 8(6): 5-7, 37. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG198106001.htm

    Tan L R. Effect of lattice expansion and contraction of montmorillonite on its volume change[J]. Hydrogeology & Engineering Geology, 1981, 8(6): 5-7, 37(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG198106001.htm
    [11]
    唐朝生, 施斌, 刘春, 等. 黏性土在不同温度下干缩裂缝的发展规律及形态学定量分析[J]. 岩土工程学报, 2007, 29(5): 743-749.

    Tang C S, Shi B, Liu C, et al. Development law and morphological quantitative analysis of dry shrinkage cracks in clay soil at different temperatures[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 743-749(in Chinese with English abstract).
    [12]
    郝建斌, 张焕, 李耕春, 等. 粉煤灰-剑麻纤维复合改良膨胀土强度及裂隙发育特性[J]. 铁道科学与工程学报, 2022, 19(9): 2620-2628. https://www.cnki.com.cn/Article/CJFDTOTAL-CSTD202209018.htm

    Hao J B, Zhang H, Li G C, et al. Strength and fissure development characteristics of fly ash-sisal fiber composite improved expansive soil[J]. Journal of Railway Science and Engineering, 2022, 19(9): 2620-2628(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-CSTD202209018.htm
    [13]
    吴继玲, 张小平. 聚丙烯纤维加筋膨胀土强度试验研究[J]. 土工基础, 2010, 24(6): 71-73, 76.

    Wu J L, Zhang X P. Study on strength of polypropylene fiber reinforced expansive soil[J]. Soil Engineering and Foundation, 2010, 24(6): 71-73, 76(in Chinese with English abstract).
    [14]
    覃永富, 卢望, 袁梦祥, 等. 巨大芽孢杆菌改良邯郸强膨胀土试验研究[J]. 西南师范大学学报: 自然科学版, 2020, 45(8): 87-95.

    Qin Y F, Lu W, Yuan M X, et al. Experimental study on improved Handan expansive soil by bacillus megaterium[J]. Journal of Southwest China Normal University: Natural Science Edition, 2020, 45(8): 87-95(in Chinese with English abstract).
    [15]
    张虎元, 崔素丽, 刘吉胜, 等. 混合型缓冲回填材料膨胀力试验研究[J]. 岩土力学, 2010, 31(10): 3087-3095. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201103008.htm

    Zhang H Y, Cui S L, Liu J S, et al. Experimental study on expansion force of hybrid buffer backfill materials[J]. Rock and Soil Mechanics, 2010, 31(10): 3087-3095(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201103008.htm
    [16]
    李国维, 王佳奕, 陈伟, 等. 干湿循环对不同粒径组崩解性砂岩改良膨胀土的影响[J]. 岩土工程学报, 2022, 44(4): 643-651.

    Li G W, Wang J Y, Chen W, et al. Effects of dry-wet cycles on expansive soils modified by disintegrating sandy soft rock with different particle size groups[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(4): 643-651(in Chinese with English abstract).
    [17]
    刘昌建, 庄心善. 不同粒径风化砂改良膨胀土的动力特性研究[J]. 陶瓷, 2020(11): 21-23. https://www.cnki.com.cn/Article/CJFDTOTAL-TACI202011004.htm

    Liu C J, Zhuang X S. Study on dynamic characteristics of expansive soil improved by weathered sand with different particle sizes[J]. Ceramics, 2020(11): 21-23(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-TACI202011004.htm
    [18]
    李国维, 巩齐齐, 李涛, 等. 崩解性砂软岩改良弱膨胀土性状实验研究[J]. 工程地质学报, 2021, 29(1): 34-43. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ202101004.htm

    Li G W, Gong Q Q, Li T, et al. Experimental study on properties of disintegrating sandy soft rock to improve weak expansive soil[J]. Journal of Engineering Geology, 2021, 29(1): 34-43(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ202101004.htm
    [19]
    陈志国, 唐朝生, 叶为民, 等. 水-力耦合条件下膨润土-砂混合物的体变特性研究[J]. 岩土力学, 2017, 38(4): 1041-1051, 1059. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201704016.htm

    Chen Z G, Tang C S, Ye W M, et al. Study on volumetric properties of bentonite-sand mixtures under water-mechanical coupling conditions[J]. Rock and Soil Mechanics, 2017, 38(4): 1041-1051, 1059(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201704016.htm
    [20]
    李胜杰, 唐朝生, 张琦, 等. 掺砂率对高放废物处置库中缓冲/回填材料收缩特性的影响[J]. 高校地质学报, 2019, 25(2): 302-308. https://www.cnki.com.cn/Article/CJFDTOTAL-GXDX201902014.htm

    Li S J, Tang C S, Zhang Q, et al. Effect of sand mixing ratio on shrinkage characteristics of buffer/backfill material in high-level radioactive waste repository[J]. Geological Journal of China Universities, 2019, 25(2): 302-308(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-GXDX201902014.htm
    [21]
    Chertkov V Y. Modelling the shrinkage curve of soil clay pastes[J]. Geoderma, 2003, 112(1/2): 71-95.
    [22]
    Groenevelt P H, Grant C D. Analysis of soil shrinkage data[J]. Soil & Tillage Research, 2004, 79(1): 71-77.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article Views(284) PDF Downloads(39) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return