• 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

真空-电渗联合加固技术的固结试验研究

孙召花, 余湘娟, 高明军, 吴坤

孙召花, 余湘娟, 高明军, 吴坤. 真空-电渗联合加固技术的固结试验研究[J]. 岩土工程学报, 2017, 39(2): 250-258. DOI: 10.11779/CJGE201702008
引用本文: 孙召花, 余湘娟, 高明军, 吴坤. 真空-电渗联合加固技术的固结试验研究[J]. 岩土工程学报, 2017, 39(2): 250-258. DOI: 10.11779/CJGE201702008
SUN Zhao-hua, YU Xiang-juan, GAO Ming-jun, WU Kun. Experimental studies on vacuum preloading incorporated with electro-osmosis consolidation for dredger fill[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(2): 250-258. DOI: 10.11779/CJGE201702008
Citation: SUN Zhao-hua, YU Xiang-juan, GAO Ming-jun, WU Kun. Experimental studies on vacuum preloading incorporated with electro-osmosis consolidation for dredger fill[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(2): 250-258. DOI: 10.11779/CJGE201702008

真空-电渗联合加固技术的固结试验研究  English Version

基金项目: 河海大学岩土力学与堤坝工程教育部重点实验室开放基金项目(201502); 江苏省住房和城乡建设厅科技项目(2015ZD79)
详细信息
    作者简介:

    孙召花(1987- ),女,博士,讲师,主要从事软土地基处理等方面的研究。E-mail: huahuadeshuijingyu@126.com。

Experimental studies on vacuum preloading incorporated with electro-osmosis consolidation for dredger fill

  • 摘要: 针对真空预压与电渗联合加固时存在水流方向相互干扰的问题,在室内试验中开展真空预压与电渗不同联合方式对淤泥脱水效果的研究。试验结果表明:真空预压与电渗异步加固时能够获得比其他联合方式更好的加固效果,而真空预压与电渗交替加固的时间对加固效果也有显著的影响。若交替时间太短,真空预压与电渗将不能充分发挥排水作用,若交替时间太长,真空预压与电渗所提供的能量将不能被充分利用。在现场实际应用中,应根据实测排水量或排水速率的变化不断调整真空预压与电渗交替加固时间。
    Abstract: The dewatering effect of dredger fill using the vacuum preloading incorporated with electro-osmosis in different ways is evaluated by implementing six laboratory tests. The test results show that the asynchronous consolidation effect of the vacuum preloading incorporated with electro-osmosis is better than that of the other tests. However, the vacuum preloading and electro-osmosis will not be able to give full play to the drainage effect if the alternate time is too short. Alternatively, the energy provided by the vacuum preloading and electro-osmosis will not be able to make full use if the alternate time is too long. There are some advantages when using the vacuum preloading and electro-osmosis asynchronous reinforcement. The alternate time of vacuum preloading and electro-osmosis has to be constantly adjusted according to the water discharge or drainage rate in engineering application.
  • [1] 彭 涛, 武 威, 黄少康, 等. 吹填淤泥的工程地质特性研究[J]. 工程勘察, 1999(5): 3-7. (PENG Tao, WU Wei, HUANG Shao-kang, et al. Research on engineering geologic properties of blown filled muck[J]. Geotechnical Investigation and Surveying, 1999(5): 3-7. (in Chinese))
    [2] 鲍树峰, 娄 炎, 董志良, 等. 新近吹填淤泥地基真空固结失效原因分析及对策[J]. 岩土工程学报, 2014, 36(7): 1350-1359. (BAO Shu-feng, LOU Yan, DONG Zhi-liang, et al. Causes and countermeasures for vacuum consolidation failure of newly-dredged mud foundation[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7): 1350-1359. (in Chinese))
    [3] 朱群峰, 高长胜, 杨守华, 等. 超软淤泥地基处理中真空度传递特性研究[J]. 岩土工程学报, 2010, 32(9): 1429-1433. (ZHU Qun-feng, GAO Chang-sheng, YANG Shou-hua, et al. Transfer properties of vacuum degree in treatment of super-soft muck foundation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(9): 1429-1433. (in Chinese))
    [4] 应 舒, 高长胜, 黄家青. 新吹填淤泥地基浅层处理试验研究[J]. 岩土工程学报, 2011, 32(12): 1956-1960. (YING Shu, GAO Chang-sheng, HUANG Jia-qing. Experimental study on surface-layer improvement of soft foundation filled by newly dredged silt[J]. Chinese Journal of Geotechnical Engineering, 2011, 32(12): 1956-1960. (in Chinese))
    [5] CHAI J, MIURA N, BERGADO D T. Preloading clayey deposit by vacuum pressure with cap-drain: analyses versus performance[J]. Geotextiles and Geomembranes, 2008, 26(3): 220-230.
    [6] 金小荣, 俞建霖, 龚晓南, 等. 真空预压部分工艺的改进[J]. 岩土力学, 2007, 28(12): 2711-2714. (JIN Xiao-rong, YU Jian-lin, GONG Xiao-nan, et al. Improvement of partial technology for vacuum preloading[J]. Rock and Soil Mechanics, 2007, 28(12): 2711-2714. (in Chinese))
    [7] 龚晓南, 岑仰润, 李昌宁. 真空排水预压加固软土地基的研究现状及展望[C]// 地基处理理论与实践—第七届全国地基处理学术讨论会论文集. 兰州: 中国水利水电出版社, 2002: 3-7. (GONG Xiao-nan, CHEN Yang-run, LI Chang-ning. Actuality and expectation in the research of vacuum preloading reinforcement of soft foundation[C]// Theory and Practice of Foundation Treatment——The 7th National Academic Conference on Foundation Treatment. Lanzhou: China Water and Power Press, 2002: 3-7. (in Chinese))
    [8] CASAGRANDE L. Electro-Osmosis in soils[J]. Géotechnique, 1949, 1(3): 159-177.
    [9] RITTIRONG A, SHANG J Q, MOHAMEDELHASSAN E, et al. Effects of electrode configuration on electrokinetic stabilization for caisson anchors in calcareous sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134(3): 352-365.
    [10] SU J Q, WANG Z. The two-dimensional consolidation theory of electro-osmosis[J]. Géotechnique, 2003, 53(8): 759-763.
    [11] JONES C, FAKHER A, HAMIR R, et al. Geosynthetic materials with improved reinforcement capabilities[C]// Proceedings of the International Symposium on Earth Reinforcement. Fukuoka: CRC Press, 1996, 2: 865-883.
    [12] 庄艳峰, 邹维列, 王 钊, 等. 一种可导电的塑料排水板:中国, 201210197981.4[P]. 2012-10-10. (ZHUANG Yan-feng, ZOU Wei-lie, WANG Zhao, et al. A conductive plastic drain board: China, 201210197981.4[P]. 2012-10-10. (in Chinese))
    [13] 房营光, 徐 敏, 朱忠伟. 碱渣土的真空-电渗联合排水固结特性试验研究[J]. 华南理工大学学报(自然科学版), 2006, 34(11): 70-75. (FANG Ying-guang, XU Min, ZHU Zhong-wei. Experimental investigation into draining consolidation behavior of soda residue soil under vacuum preloading-electro-osmosis[J]. Journal of South China University of Technology (Natural Sciences), 2006, 34(11): 70-75. (in Chinese))
    [14] 王柳江, 刘斯宏, 汪俊波, 等. 真空预压联合电渗法处理高含水率软土模型试验[J]. 河海大学学报(自然科学版), 2011, 39(6): 671-675. (WANG Liu-jiang, LIU Si-hong, WANG Jun-bo, et al. Model test for high-water-content soft soil treatment under vacuum preloading in combination with electroosmosis[J]. Journal of Hohai University (Natural Sciences), 2011, 39(6): 671-675. (in Chinese))
    [15] 吴 辉, 胡黎明. 真空预压与电渗固结联合加固技术的理论模型[J]. 清华大学学报(自然科学版), 2012, 52(2): 182-185. (WU Hui, HU Li-ming. Analytical models of the coupling of vacuum preloading and electro-osmosis consolidation for ground stabilization[J]. Journal of Tsinghua University (Science and Technology), 2012, 52(2): 182-185. (in Chinese))
    [16] PENG J, XIONG X, MAHFOUZ A H, et al. Vacuum preloading combined electroosmotic strengthening of ultra-soft soil[J]. Journal of Central South University, 2013, 20(11): 3282-3295.
    [17] SUN Z H, GAO M J, YU X J. Vacuum preloading combined with electro-osmotic dewatering of dredger fill using electric vertical drains[J]. Drying Technology, 2015, 33(7): 847-853.
    [18] 孙召花. 基于EVD的真空-电渗联合加固吹填土地基试验与理论研究[D]. 南京: 河海大学, 2015. (SUN Zhao-hua. Experimental and theoretical study of vacuum preloading combined with electro-osmotic consolidation on dredger fill foundation using EVD[D]. Nanjing: Hohai University, 2015. (in Chinese))
计量
  • 文章访问数:  388
  • HTML全文浏览量:  8
  • PDF下载量:  445
  • 被引次数: 0
出版历程
  • 收稿日期:  2015-11-22
  • 发布日期:  2017-03-24

目录

    /

    返回文章
    返回