Volume 38 Issue 2
Apr.  2024
Turn off MathJax
Article Contents
Li Junyi. Research and Prospect of Electro-Osmosis Techique for Soil Reinforcement[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(2): 238-245. doi: 10.3969/j.issn.1007-2993.2024.02.018
Citation: Li Junyi. Research and Prospect of Electro-Osmosis Techique for Soil Reinforcement[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(2): 238-245. doi: 10.3969/j.issn.1007-2993.2024.02.018

Research and Prospect of Electro-Osmosis Techique for Soil Reinforcement

doi: 10.3969/j.issn.1007-2993.2024.02.018
  • Received Date: 2022-08-23
  • Accepted Date: 2023-05-06
  • Rev Recd Date: 2022-12-07
  • Publish Date: 2024-04-11
  • The research and development of the electro-chemical reinforcement test for sea siltation in Zhanjiang Port were summarized, and the development of electro-osmotic methods for soil reinforcement technology was proposed. The innovation and development of electro-osmotic methods for soil reinforcement technology should be based on promoting the progress of foundation treatment technology and meeting the needs of the times. The electro-osmotic method and its combined method for soil reinforcement technology should adhere to the concept of transdisciplinary and shared development, innovate ecological models, and establish a practical system of soil treatment+electro-osmotic soil treatment technology, making it widely applicable in the fields of foundation treatment and environmental protection.

     

  • loading
  • [1]
    ASADI A,HUAT B B K,NAHAZANAN H,et al. Theory of electroosmosis in soil[J]. International Journal of Electrochemical Science,2013,8:1016-1025. doi: 10.1016/S1452-3981(23)14076-4
    [2]
    中交第一航务工程局有限公司. 一航精神 谱系[M]. 天津: 中交第一航务工程局有限公司, 2021: 24-25.
    [3]
    周 纶. 光辉的业绩 广阔的前景[J]. 港口工程,1984,(4):8-10.
    [4]
    中国水力发电工程学会网. 汪闻韶院士传略[DB/OL]. (2011-05-04)[2022-07-01] http://www.hydropower.org.cn/showNewsDetail.asp?nsId=4807.
    [5]
    高志义. 真空预压法的理论与实践[M]. 北京: 人民交通出版社有限公司, 2015.
    [6]
    叶柏荣, 唐羿生, 高志义, 等. 真空预压加固软土地基法: 中国, 85108820[P]. 1987-02-26.
    [7]
    WALL S. The history of electrokinetic phenomena[J]. Current Opinion in Colloid Interface Science,2010,15:119-124. doi: 10.1016/j.cocis.2009.12.005
    [8]
    ESRIG M I. Pore pressure, consolidation, and electrokinetics[J]. Journal of the Soil Mechanics and Foundation Division, ASCE,1968,94(4):899-922.
    [9]
    MOHAMEDELHASSAN E,SHANG J Q. Effects of electrode material sand current intermittence in electro-osmosis[J]. Ground Improvement,2001,(5):3-11.
    [10]
    KAI S H. Electrical strengthening of soft sensitive clays (volumes I and Ⅱ)(1990). Western Libraries-Western University[J/OL]. [2022-07-01] https://ir.lib.uwo.ca/digitizedtheses/2012.
    [11]
    NGI. NGI's historical libraries[DB/OL]. [2022-07-01] https://www.ngi.no/eng/Publications-and-library/NGI-s-historical-libraries.
    [12]
    CASAGRANDE L, WADE N, WAKELY M, et al. Electro-osmosis Projects, British Columbia, Canada[C]//Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering. Stockholm, Sweden, 1981.
    [13]
    CASAGRANDE L. Stabilization of soils by means of electro-osmosis: state-of-the-art[J]. Journal of the Boston Society of Civil Engineers,1983,69(2):255-302.
    [14]
    WANG W S, Vey E. Stress in a saturated soil mass during electro-osmosis[C]//Proceedings of the Third International Conference on Soil Mechanics and Foundation Engineering. Zurich, Switzerland, 1953.
    [15]
    汪闻韶. 土力学中电渗问题综合报告[G]//中华人民共和国水利部南京水利实验处 研究试验报告汇编. 南京: 中华人民共和国水利部南京水利实验处, 1956.
    [16]
    MURAYAMA S, MISE T. On the electrochemical consolidation of soil using aluminum eletrodes[C]//Proceedings of the Third International Conference on Soil Mechanics and Foundation Engineering. Zurich, Switzerland, 1953, Vol. Ⅰ: 156-159.
    [17]
    ENDELL K, HOFFMANN U. Electrochemical hardening of clay soils[C]//Proceedings of the First International Conference on Soil Mechanics and Foundation Engineering. Harvard University, Boston, USA, 1936.
    [18]
    CASAGRANDE L. Method of hardening soil: U. S. Patent 2099328[P]. 1937-11-16.
    [19]
    汪闻韶. 直流电在土中作用及其对土的物理力学性质的影响[J]. 科学大众,1957,(6):250-251.
    [20]
    胡晓菁, 黄少凯, 黄艳红. 情系化学返璞归真 徐晓白传[M]. 北京: 中国科学技术出版社 上海交通大学出版社, 2018.
    [21]
    R. 蔡柏尔多维契. 电动化学加固土壤方法[J]. 科学通报,1955,(5):61-63.
    [22]
    水利电力部东北勘测设计院技术情报组. 国际土力学及基础工程会议论文题录(1—5届)[M]. 北京: 水利水电建设总局技术处, 1964.
    [23]
    建筑工程部建筑技术研究所. 土的人工加固法[G]//北京: 建筑工程部建筑技术研究所, 1955.
    [24]
    曾国熙,高有潮. 软粘土的电化学加固(初步试验结果)[J]. 浙江大学学报:工学版,1956,(2):12-35.
    [25]
    曾国熙. 培养博士生的一些体会[J]. 学位与研究生教育,1985,(1):32-34.
    [26]
    李 瑛. 软黏土地基电渗固结试验和理论研究[D]. 杭州: 浙江大学, 2011.
    [27]
    陈 卓. 通电设计对电渗加固软土效果的试验研究[D]. 杭州: 浙江大学, 2013.
    [28]
    吴 辉. 真空–电渗联合排水固结理论分析与数值模拟[D]. 北京: 清华大学, 2010.
    [29]
    周亚东,付继宇,邓 安. 真空预压–电渗联合作用下软黏土非线性大变形固结模型[J]. 岩石力学与工程学报,2019,38(8):1677-1685.
    [30]
    薛志佳. 电渗加固软土地基影响因素和方法研究[D]. 大连: 大连理工大学, 2017.
    [31]
    GRAY D H,SCHLOCKER J. Electrochemical alteration of caly soils[J]. Calys and Caly Mineral,1969,(17):309-322.
    [32]
    王翊光, 简绍琦, 欧章煜. 电渗透化学工法于沉泥质黏土上之应用[C]. //2004海峡两岸地工技术、岩土工程交流研讨会会议论文集, 2004.
    [33]
    CHAPPELL B A,BURTON P L. Electro-osmosis applied to unstable embankment[J]. Journal of the Geotechnical Engineering Division, ASCE,1975,101(8):733-740. doi: 10.1061/AJGEB6.0000182
    [34]
    刘松玉,周 建,章定文,等. 地基处理技术进展[J]. 土木工程学报,2020,53(4):93-110.
    [35]
    WAN T Y,MITCHELL J K. Electro-osmotic consolidation of soils[J]. Journal of the Geotechnical Engineering Division, ASCE,1976,102(5):473-491. doi: 10.1061/AJGEB6.0000270
    [36]
    盛崇文. 土的加固技术 第五讲 真空预压和电渗预压[J]. 水运工程,1984,(5):56-58.
    [37]
    李 瑛,龚晓南,卢萌盟,等. 堆载–电渗联合作用下的耦合固结理论[J]. 岩土工程学报,2010,32(1):77-81.
    [38]
    叶柏荣. 真空预压加固法的发展及工程实录[C]//海峡两岸土力学及基础工程地工技术学术研讨会论文集. 西安, 1994.
    [39]
    高志义,张美燕,张 健. 真空预压联合电渗法室内模型试验研究[J]. 中国港湾建设,2000,(5):58-61. doi: 10.3969/j.issn.1003-3688.2000.05.014
    [40]
    曹永华,高志义,刘爱民. 地基处理的电渗法及其进展[J]. 水运工程,2008,(4):92-95, 116.
    [41]
    曹永华, 郭述军, 高志义. 电渗固结理论及其局限性[C]//工程排水与加固技术理论与实践—第七届全国工程排水与加固技术研讨会论文集. 深圳, 2008.
    [42]
    曹永华, 杨京方, 朱胜利, 等. 一种多功能土壤电渗固结仪: 101634141[P]. 2010-01-27.
    [43]
    曹永华,高志义. 电渗法中排水固结理论与实践的若干问题[J]. 中国港湾建设,2010,(3):22-24, 78.
    [44]
    曹永华,高志义. 电渗仪的研制及其典型试验[J]. 中国港湾建设,2010,(6):64-66.
    [45]
    曹永华,侯晋芳,高志义. 真空预压联合电渗加固高塑性软土的试验研究[J]. 岩土工程技术,2010,24(6):290-293.
    [46]
    于 健,诸葛爱军,刘建军,等. 电渗法软基加固现场试验研究[J]. 中国港湾建设,2014,(1):26-31.
    [47]
    侯晋芳,刘文彬. 电渗法与电渗法联合真空预压法加固超软土地基的室内试验分析对比[J]. 中国港湾建设,2018,38(2):30-34.
    [48]
    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.
    [49]
    徐 伟,刘斯宏,王柳江,等. 真空预压联合电渗法加固软基的固结方程[J]. 河海大学学报(自然科学版),2011,39(2):169-175.
    [50]
    PENG J, XIONG X, MAHFOUZ A H, et al. Vacuum preloading combined electroosmotic strengthening of ultra-soft soil[J]. Journal of Central South University,2013,20:3282-3295. doi: 10.1007/s11771-013-1852-9
    [51]
    顾孜昌,张铭强. 电渗联合真空预压加固吹填土技术应用[J]. 港工技术,2017,54(6):91-95.
    [52]
    蒋楚生,司文明,曾 惜,等. 电渗联合真空预压技术处理高速铁路软土地基[J]. 铁道工程学报,2019,(6):28-32,96.
    [53]
    CUI Y L, TU J B, WANG X Q, et al. Design method and verification of electroosmosis-vacuum preloading method for sand-interlayered soft foundation[J]. Advances in Civil Engineering, 2020. DOI: 10.1155/2020/1929842.
    [54]
    赵建国. 电渗–强夯综合法加固软弱地基的实践[J]. 地质与勘探,1994,30(2):76-80.
    [55]
    朱淑军,高起龙. “电渗降水+强夯”的地基处理方法在淤泥质粘土软弱地基上的应用[J]. 珠江水运,2013,(7):89-90. doi: 10.3969/j.issn.1672-8912.2013.07.034
    [56]
    符洪涛,王 军,蔡袁强,等. 低能量强夯–电渗法联合软黏土地基试验研究[J]. 岩土力学与工程学报,2015,34(3):612-620.
    [57]
    吴松华,徐勇平. 电渗联合注浆加固吹填土现场试验研究[J]. 水利与建筑工程学报,2019,54(6):91-95. doi: 10.3969/j.issn.1672-1144.2019.06.014
    [58]
    刘凤松,刘耘东. 真空–电渗降水–低能量强夯联合软弱地基加固技术在软土地基加固中的应用[J]. 中国港湾建设,2008,(5):43-47.
    [59]
    陶 春. 真空电渗法在中船龙穴造船基地软土地基处理中的应用[J]. 广东土木与建筑,2008,(7):18-20,24.
    [60]
    王柳江,刘斯宏,樊科伟,等. 真空电渗联合振动碾压加固超软黏土试验研究[J]. 水运工程,2017,(5):150-156. doi: 10.3969/j.issn.1002-4972.2017.05.027
    [61]
    刘飞禹,陶 宇,王 军,等. 分级真空预压联合电渗和强夯法试验[J]. 中国公路学报,2020,33(9):168-179.
    [62]
    吕延栋,朱龙祥,王 旭,等. 电渗–堆载–化学灌浆联合处理淤泥质软土的试验研究[J]. 岩土工程学报,2021,43(S2):100-103.
    [63]
    郑凌逶,谢新宇,谢康和,等. 电渗法加固地基试验及应用研究进展[J]. 浙江大学学报(工学版),2017,51(6):1064-1073.
    [64]
    苏金强,王 钊. 电渗的二维固结理论[J]. 岩土力学,2004,25(1):125-131. doi: 10.3969/j.issn.1000-7598.2004.01.027
    [65]
    阚卫明,曹永华. 电动土工合成材料及其应用[J]. 中国港湾建设,2008,(1):71-73.
    [66]
    LAMONT-BLACK J,WELTMAN A,GEE T. Electrokinetic strengthening and repair of slopes[J]. Ground Enginerring,2010,(4):28-31.
    [67]
    MARTIN L,ALIZADEH V,MEEGODA J. Electro-osmosis treatment techniques and their effect on dewatering of soils,sediments,and sludge:a review[J]. Soils and Foundations,2019,59(2):407-418.
    [68]
    GB/T 51064—2015 吹填土地基处理技术规范[S]. 北京: 中国计划出版社, 2015.
    [69]
    JTS 147—2017 水运工程地基设计规范[S]. 北京: 人民交通出版社有限公司, 2018.
    [70]
    JTS 206—2017 水运工程地基基础施工规范[S]. 北京: 人民交通出版社有限公司, 2017.
    [71]
    万 勇,杨 庆,杨 钢,等. 电势梯度对海相淤泥电渗试验的影响[J]. 水利与建筑工程学报,2014,12(4):94-98.
    [72]
    刘飞禹,宓 炜,王 军,等. 逐级加载电压对电渗加固吹填土的影响[J]. 岩石力学与工程学报,2014,33(12):2582-2591.
    [73]
    SAHIB A, BUSHRA I, REJIMON G. Electro-osmosis: a review from the past[C]//Proceedings of Indian Geotechnical Conference-2018, Indian Institute of Science, Bengaluru, India, 2018.
    [74]
    BJERRUM L,MOUM J,EIDE O. Application of electro-osmosis to a foundation problem in a Norwegian quick clay[J]. Géotechnique,1967,17(3):214-235.
    [75]
    MILLIGAN V. First application of electro-osmosis to improve friction capacity: three decades later[C]//Proceedings of the 13th International Conference on Soil Mechanics and Foundation Engineering, New Delhi, India, 1994.
    [76]
    LO K Y,INCULET I I,HO K S. Electro-osmotic strengthening of soft sensitive clays[J]. Canadian Geotechnical Journal,1991,28(1):62-73. doi: 10.1139/t91-007
    [77]
    CHEW S H,KARUNARATNE G P,KUMA V M,et al. A field trial for soft clay consolidation using electrical vertical drains[J]. Geotextiles and Geomembranes,2004,22:17-35. doi: 10.1016/S0266-1144(03)00049-9
    [78]
    RITTIRONG A,SHANG J Q,ISMAIL M A,et al. Effect of electric field intensity on electro-cementation of caissons in calcareous sand[J]. International Journal of Offshore and Polar Engineering,2007,17(1):74-79.
    [79]
    KANIRAJ S R,HUONG H L,YEE J H S. Electro-osmotic consolidation studies on peat and clayey silt using electric vertical drain[J]. Geotechnical and Geological Engineering,2011,29(3):277-295. doi: 10.1007/s10706-010-9375-8
    [80]
    中共中央 国务院. 粤港澳大湾区发展规划纲要. 中国政府网[EB/OL]. (2019-02-18) http://www.gov.cn/zhengce/2019-02/18/content_5366593.htm#1.
    [81]
    刘勇健,刘湘秋,刘雅恒,等. 珠江三角洲软土物理力学性质对比分析[J]. 广东工业大学学报,2013,30(3):30-36.
    [82]
    周翠英,牟春梅. 珠江三角洲软土分布及其结构类型划分[J]. 中山大学学报(自然科学版),2004,43(6):81-84. doi: 10.3321/j.issn:0529-6579.2004.06.019
    [83]
    张碧龙,李洪艺,张澄博. 珠三角软土在真空预压联合电动加固下微观结构变化研究[J]. 岩土工程技术,2015,29(2):90-94.
    [84]
    MITCHELL J K, WAN T Y. Electro-osmotic consolidation—its effects on soft soils[C]//Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering. Tokyo, Japan, 1977.
    [85]
    MITCHELL J K. Conduction phenomena: from theory to geotechnical practice[J]. Géotechnique,1991,41(3):299-340.
    [86]
    袁建新. 关于比萨斜塔的整治情况[J]. 岩土力学,1994,15(2):70-76.
    [87]
    曾国熙. 比萨斜塔的的历史、现状及加固方案[J]. 地基处理,1993,4(1):6-24.
    [88]
    科技文萃编辑部. 中国人挽救了比萨斜塔[J]. 科技文萃,1995,(9):167-168.
    [89]
    门 楷, 贺可强, 郭 栋, 等. 比萨斜塔治理方案的讨论[C]//地基处理理论与技术进展: 第10届全国地基处理学术讨论会论文集. 南京: 东南大学出版社, 2008.
    [90]
    袁建力,刘殿华,李胜才,等. 虎丘塔的倾斜控制和加固技术[J]. 土木工程学报,2004,37(5):44-49,91. doi: 10.3321/j.issn:1000-131X.2004.05.007
  • 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

    Figures(3)  / Tables(1)

    Article Metrics

    Article views (100) PDF downloads(17) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return