GAO Ce, YANG Xiu-juan, QIU Wei-zhao, FAN Heng-hui, LIU Jing, WANG Jun-jie. Stabilized dispersive soil with calcium bicarbonate formed by pseudo-karstification[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(8): 1565-1572. DOI: 10.11779/CJGE202108023
    Citation: GAO Ce, YANG Xiu-juan, QIU Wei-zhao, FAN Heng-hui, LIU Jing, WANG Jun-jie. Stabilized dispersive soil with calcium bicarbonate formed by pseudo-karstification[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(8): 1565-1572. DOI: 10.11779/CJGE202108023

    Stabilized dispersive soil with calcium bicarbonate formed by pseudo-karstification

    More Information
    • Received Date: September 13, 2020
    • Available Online: December 02, 2022
    • The dispersive soil has the engineering characteristics of dispersivity and loss in water. It is often stabilized by lime, cement, etc. But these stabilized materials are easy to cause certain damage to the environment. Through the pinhole tests, the crumb tests, the double-hydrometer tests, the scanning electron microscope tests and the energy spectrum analysis tests, the influence factors and the mechanism of the stabilized dispersive soil with calcium bicarbonate formed by pseudo-karstification are studied. The test results show that the separation of soil and liquid by suction filtration or suction can ensure the high decomposition degree of calcium bicarbonate, the fast modification rate and the good modification effect. When the mass ratio of karst calcium bicarbonate solution to dispersible soil is 4:1, the dispersive soil is modified into the non-dispersive soil. After the calcium bicarbonate solution by pseudo-karstification is added to the dispersive soil, the content of calcium ions in the soil increases, and the alkalinity of the soil decreases. The newly-generated calcium carbonate has a filling and cementing effect to improve the water resistance of the soil and to reduce its dispersivity. It has shown that the calcium bicarbonate solution by pseudo-karstification has the characteristics of environmental friendliness and can effectively stabilize the dispersive soil.
    • [1]
      FAN H H, KONG L W. Empirical equation for evaluating the dispersivity of cohesive soil[J]. Canadian Geotechnical Journal, 2013, 50(9): 989-994. doi: 10.1139/cgj-2012-0332
      [2]
      DJOKOVIC K, CAKI L, ŠUŠIĆ N, et al. Methods for assessment and identification of dispersive soils[J]. European Conference on Geotechnical Engineering, 2018, 2(2/3): 205-210.
      [3]
      崔亦昊, 谢定松, 杨凯虹, 等. 分散性土均质土坝渗透破坏性状及溃坝原因[J]. 水利水电技术, 2004, 35(12): 42-45. doi: 10.3969/j.issn.1000-0860.2004.12.012

      CUI Yi-hao, XIE Ding-song, YANG Kai-hong, et al. Character of seepage failure and collapse cause of dispersive clay homogeneous earth dam[J]. Water Resources and Hydropower Engineering, 2004, 35(12): 42-45. (in Chinese) doi: 10.3969/j.issn.1000-0860.2004.12.012
      [4]
      樊恒辉, 李洪良, 赵高文. 黏性土的物理化学及矿物学性质与分散机理[J]. 岩土工程学报, 2012, 34(9): 1740-1745. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201209033.htm

      FAN Heng-hui, LI Hong-liang, ZHAO Gao-wen. Relation among dispersive mechanism, physical-chemical and mineral properties of clayey soil[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1740-1745. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201209033.htm
      [5]
      田堪良, 张慧莉, 樊恒辉. 分散性黏土鉴别方法及工程防治措施研究综述[J]. 水力发电学报, 2010, 29(2): 204-209. https://www.cnki.com.cn/Article/CJFDTOTAL-SFXB201002036.htm

      TIAN Kan-liang, ZHANG Hui-li, FAN Heng-hui. Overview on the studies of identification methods of dispersive clay and preventive measures[J]. Journal of Hydroelectric Engineering. 2010, 29(2): 204-209. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SFXB201002036.htm
      [6]
      李兴国, 许仲生. 分散性土的试验鉴别和改良[J]. 岩土工程学报, 1989, 11(1): 62-66. doi: 10.3321/j.issn:1000-4548.1989.01.008

      LI Xing-guo, XU Zhong-sheng. Identification and improvement of dispersive soils[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(1): 62-66. (in Chinese) doi: 10.3321/j.issn:1000-4548.1989.01.008
      [7]
      SAVAS H. Consolidation and swell characteristics of dispersive soils stabilized with lime and natural zeolite[J]. Science and Engineering of Composite Materials, 2016, 23(6): 589-598. doi: 10.1515/secm-2014-0202
      [8]
      TURKOZ M, VURAL P. The effects of cement and natural zeolite additives on problematic clay soils[J]. Science and Engineering of Composite Materials, 2013, 20(4): 395-405. doi: 10.1515/secm-2012-0104
      [9]
      PREMKUMAR S, PIRATHEEPAN J, RAJEEV P. Effect of brown coal fly ash on dispersive clayey soils[J]. Proceedings of the Institution of Civil Engineers: Ground Improvement, 2017, 170(4): 231-244. doi: 10.1680/jgrim.17.00008
      [10]
      SAVAS H, TURKOZ M, SEYREK E, et al. Comparison of the effect of using class C and F fly ash on the stabilization of dispersive soils[J]. Arabian Journal of Geosciences, 2018, 11(20): 1-13.
      [11]
      GOODARZI A R, SALIMI M. Stabilization treatment of a dispersive clayey soil using granulated blast furnace slag and basic oxygen furnace slag[J]. Applied Clay Science, 2015, 108: 61-69. doi: 10.1016/j.clay.2015.02.024
      [12]
      OUHADI V R, GOODARZI A R. Assessment of the stability of a dispersive soil treated by alum[J]. Engineering Geology, 2006, 85(1/2): 91-101.
      [13]
      VAKILI A H, KAEDI M, MOKHBERI M, et al. Treatment of highly dispersive clay by lignosulfonate addition and electroosmosis application[J]. Applied Clay Science, 2018, 152: 1-8. doi: 10.1016/j.clay.2017.11.039
      [14]
      ABBASI N, FARJAD A, SEPEHRI S. The use of nanoclay particles for stabilization of dispersive clayey soils[J]. Geotechnical and Geological Engineering, 2018, 36(1): 327-335. doi: 10.1007/s10706-017-0330-9
      [15]
      MORAVEJ S, HABIBAGAHI G, NIKOOEE E, et al. Stabilization of dispersive soils by means of biological calcite precipitation[J]. Geoderma, 2018, 315: 130-137.
      [16]
      路立娜, 樊恒辉, 陈华, 等. 分散性土单轴抗拉强度影响因素试验研究[J]. 岩土工程学报, 2014, 36(6): 1160-1166. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201406029.htm

      LU Li-na, FAN Heng-hui, CHEN Hua, et al. Influencing factors for uniaxial tensile strength of dispersive soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(6): 1160-1166. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201406029.htm
      [17]
      Standard Test Method for Dispersive Characteristics of Clay Soil by the Pinhole Test: ASTM D4647[S]. 2020.
      [18]
      Standard Test Method for Dispersive Characteristics of Clay Soil by the Crumb Test: ASTM D6572[S]. 2005.
      [19]
      Standard Test Method for Dispersive Characteristics of Clay Soil by Double Hydrometer: ASTM D4221[S]. 2018.

    Catalog

      Article views (241) PDF downloads (124) Cited by()
      Related

      /

      DownLoad:  Full-Size Img  PowerPoint
      Return
      Return