• 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
WANG Jun, ZHANG Kaiyu, NI Junfeng, FU Hongtao, PENG Yi. Experimental study on consolidation of dredged sludge by grouting flocculation-vacuum preloading method considering influences of soil salinization[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(4): 801-810. DOI: 10.11779/CJGE20240047
Citation: WANG Jun, ZHANG Kaiyu, NI Junfeng, FU Hongtao, PENG Yi. Experimental study on consolidation of dredged sludge by grouting flocculation-vacuum preloading method considering influences of soil salinization[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(4): 801-810. DOI: 10.11779/CJGE20240047

Experimental study on consolidation of dredged sludge by grouting flocculation-vacuum preloading method considering influences of soil salinization

More Information
  • Received Date: December 19, 2023
  • Available Online: September 26, 2024
  • To address the issues of poor permeability and long consolidation time of dredged sludge, the flocculation-vacuum preloading method has been widely employed to treat such soil. For the existing soft soil foundation, a combined method that integrated grouting flocculation and vacuum preloading was proposed. The indoor model tests were conducted on the dredged sludge with varying initial water contents where different lime contents were controlled. The changes of the pore water pressure, displacement and settlement were monitored. The pH, salinity, water content and vane shear strength of soil were measured after the tests. The optimal lime content, considering the influence of strength growth and soil salinization, was determined for the grouting flocculation-vacuum preloading. Then the efficacy of the combined method was further verified through its application in Longwan Phase Ⅱ coastal wetland restoration project. The results of this study can be used as a design reference for the applications of the combined method in other similar projects.
  • [1]
    陈云敏, 施建勇, 朱伟, 等. 环境岩土工程研究综述[J]. 土木工程学报, 2012, 45(4): 165-182.

    CHEN Yunmin, SHI Jianyong, ZHU Wei, et al. A review of geoenvironmental engineering[J]. China Civil Engineering Journal, 2012, 45(4): 165-182. (in Chinese)
    [2]
    柏巍, 王斐, 孔令伟, 等. 湖相淤泥排水速率及残余含水率的影响因素分析[J]. 土木工程学报, 2023, 56(增刊1): 116-24.

    BAI Wei, WANG Fei, KONG Lingwei, et al. Analysis of influencing factors on drainage rate and residual water content of lacustrine sludge[J]. Chinese Journal of Civil Engineering, 2023, 56(S1): 116-24. (in Chinese)
    [3]
    姬凤玲, 朱伟, 张春雷. 疏浚淤泥的土工材料化处理技术的试验与探讨[J]. 岩土力学, 2004, 25(12): 1999-2002. doi: 10.3969/j.issn.1000-7598.2004.12.029

    JI Fengling, ZHU Wei, ZHANG Chunlei. Study of treatment technology of dredging sludge with geosynthetizing method[J]. Rock and Soil Mechanics, 2004, 25(12): 1999-2002. (in Chinese) doi: 10.3969/j.issn.1000-7598.2004.12.029
    [4]
    郑刚, 龚晓南, 谢永利, 等. 地基处理技术发展综述[J]. 土木工程学报, 2012, 45(2): 127-146.

    ZHENG Gang, GONG Xiaonan, XIE Yongli, et al. State-of-the-art techniques for ground improvement in China[J]. China Civil Engineering Journal, 2012, 45(2): 127-146. (in Chinese)
    [5]
    TANG M, SHANG J Q. Vacuum preloading consolidation of Yaoqiang Airport runway[J]. Géotechnique, 2000, 50(6): 613-623.
    [6]
    魏波, 贺怀建. 甬—台—温高速公路真空-堆载联合预压软基处理[J]. 岩土力学, 2002, 23(增刊1): 81-84.

    WEI Bo, HE Huaijian. Application of vacuum-accumulation loads combined precompression technique to soft foundation treatment of Yong-Tai-Wen expressway[J]. Rock and Soil Mechanics, 2002, 23(S1): 81-84. (in Chinese)
    [7]
    蔡袁强. 吹填淤泥真空预压固结机理与排水体防淤堵处理技术[J]. 岩土工程学报, 2021, 43(2): 201-225.

    CAI Yuanqiang. Consolidation mechanism of vacuum preloading for dredged slurry and anti-clogging method for drains[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(2): 201-225. (in Chinese)
    [8]
    鲍树峰, 董志良, 莫海鸿, 等. 高黏粒含量新吹填淤泥加固新技术室内研发[J]. 岩土力学, 2015, 36(1): 61-67.

    BAO Shufeng, DONG Zhiliang, MO Haihong, et al. Laboratory tests on new reinforcement technology of newly hydraulic reclamation mud with high clay content[J]. Rock and Soil Mechanics, 2015, 36(1): 61-67. (in Chinese)
    [9]
    蔡袁强, 周岳富, 王鹏, 等. 考虑淤堵效应的疏浚淤泥真空固结沉降计算[J]. 岩土力学, 2020, 41(11): 3705-3713.

    CAI Yuanqiang, ZHOU Yuefu, WANG Peng, et al. Calculation on the settlement of dredged slurry treated by vacuum preloading method with consideration of clogging effects[J]. Rock and Soil Mechanics, 2020, 41(11): 3705-3713. (in Chinese)
    [10]
    INDRARATNA B, BASACK S, RUJIKIATKAMJORN C. Numerical solution of stone column–improved soft soil considering arching, clogging, and smear effects[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139: 377-394. doi: 10.1061/(ASCE)GT.1943-5606.0000789
    [11]
    WANG J, CAI Y Q, MA J J, et al. Improved vacuum preloading method for consolidation of dredged clay-slurry fill[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2016, 142(11): 06016012.
    [12]
    韩燕兵. 真空预压下疏浚淤泥固结过程中排水板间土体水平运动特性研究[D]. 温州: 温州大学, 2019.

    HAN Yanbing. Study on Horizontal Movement Characteristics of Soil Between Drainage Plates During Consolidation of Dredged Sludge under Vacuum Preloading[D]. Wenzhou: Wenzhou University, 2019. (in Chinese)
    [13]
    ANDA R L, CHAI J C, NEGAMI T. Effect of chemical additives on the consolidation behaviours of mini-PVD unit cells–from macro to micro[J]. Geotextiles and Geomembranes, 2023, 51(1): 199-208.
    [14]
    LEI H Y, XU Y G, LI X, et al. Effect of polyacrylamide on improvement of dredger fill with vacuum preloading method[J]. Journal of Materials in Civil Engineering, 2019, 31(9): 04019193.
    [15]
    刘汉龙, 李豪, 彭劼, 等. 真空-堆载联合预压加固软基室内试验研究[J]. 岩土工程学报, 2004, 26(1): 145-9. http://cge.nhri.cn/article/id/11355

    LIU Han-long, LI Hao, PENG Jie, et al. Experimental study on vacuum-stacking combined prepress reinforcement[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(1): 145-9. (in Chinese) http://cge.nhri.cn/article/id/11355
    [16]
    WU Mengqiong, WANG Baotian. Advantages study of vacuum preloading at bottom of soil layer for reclamation projects[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(S1): 2916-2926. (in Chinese)
    [17]
    朱平, 孙立强, 闫澍旺, 等. 可控通气真空预压室内模型试验及其机制分析[J]. 岩石力学与工程学报, 2011, 30(增刊1): 3141-3148.

    ZHU Ping, SUN Liqiang, YAN Shuwang, et al. Model test of vacuum preloading with controlled ventilation and its mechanism analysis[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(S1): 3141-3148. (in Chinese)
    [18]
    刘松玉, 韩文君, 章定文, 等. 劈裂真空法加固软土地基试验研究[J]. 岩土工程学报, 2012, 34(4): 591-599.

    LIU Songyu, HAN Wenjun, ZHANG Dingwen, et al. Field pilot tests on combined method of vacuum preloading and pneumatic fracturing for soft ground improvement[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 591-599. (in Chinese)
    [19]
    武亚军, 陆逸天, 牛坤, 等. 药剂真空预压法处理工程废浆试验[J]. 岩土工程学报, 2016, 38(8): 1365-1373. doi: 10.11779/CJGE201608002

    WU Yajun, LU Yitian, NIU Kun, et al. Experimental study onsolid-liquids eparation of construction waste slurry by additive agent-combined vacuum preloading[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(8): 1365-1373. (in Chinese) doi: 10.11779/CJGE201608002
    [20]
    武亚军, 陆逸天, 骆嘉成, 等. 药剂真空预压法在工程废浆处理中的防淤堵作用[J]. 岩土工程学报, 2017, 39(3): 525-533. doi: 10.11779/CJGE201703017

    WU Yajun, LU Yitian, LUO Jiacheng, et al. Anti-clogging function of vacuum preloading with flocculants in solid-liquid separation of construction waste slurry[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(3): 525-533. (in Chinese) doi: 10.11779/CJGE201703017
    [21]
    武亚军, 牛坤, 唐海峰, 等. 药剂真空预压法处理工程废浆中生石灰的增渗作用[J]. 岩土力学, 2017, 38(12): 3453-3461.

    WU Yajun, NIU Kun, TANG Haifeng, et al. Enhanced permeability of calcium lime in construction waste slurry improvement by vacuum preloading with flocculation[J]. Rock and Soil Mechanics, 2017, 38(12): 3453-3461. (in Chinese)
    [22]
    蒲诃夫, 潘友富, KHOTEJA Dibangar, 等. 絮凝-水平真空两段式脱水法处理高含水率疏浚淤泥模型试验研究[J]. 岩土力学, 2020, 41(5): 1502-1509.

    PU Hefu, PAN Youfu, DIBANGAR KHOTEJA, et al. Model test on dewatering of high-water-content dredged slurry by flocculation-horizontal vacuum two-staged method[J]. Rock and Soil Mechanics, 2020, 41(5): 1502-1509. (in Chinese)
    [23]
    王东星, 唐弈锴, 伍林峰. 疏浚淤泥化学絮凝-真空预压深度脱水效果评价[J]. 岩土力学, 2020, 41(12): 3929-3938.

    WANG Dongxing, TANG Yikai, WU Linfeng. Evaluation on deep dewatering performance of dredged sludge treated by chemical flocculation-vacuum preloading[J]. Rock and Soil Mechanics, 2020, 41(12): 3929-3938. (in Chinese)
    [24]
    黄英豪, 吴敏, 陈永, 等. 絮凝技术在疏浚淤泥脱水处治中的研究进展[J]. 水道港口, 2022, 43(6): 802-812.

    HUANG Yinghao, WU Min, CHEN Yong, et al. Research progress of flocculation dewatering technology in the treatment of dredged material[J]. Journal of Waterway and Harbor, 2022, 43(6): 802-812. (in Chinese)
    [25]
    ZHU X X, ANDA R L, GAO S H, et al. Effect of water content on lime additive content in vacuum preloading with PVDs[J]. Marine Georesources & Geotechnology, 2021, 39(3): 333-342.
    [26]
    EADES J, GRIM R. A quick test to determine lime requirements for lime stabilization[J]. Highway Research Record, 1966, 139: 61-72.
    [27]
    FENG Y Q, ZHANG L. The application of vacuum preloading method in soft soil foundation underwater[J]. Applied Mechanics and Materials, 2014, 580/581/582/583: 209-212.
    [28]
    OZER B, OZKUL M H. Effect of initial water curing on sorptivity properties of ordinary Portland and pozzolanic cement concretes[J]. Journal of Materials in Civil Engineering, 2017, 29(8): 04017073.
    [29]
    实验室pH(酸度)计检定规程: JJG119—2005[S]. 1984.

    Laboratory pH (acidity) Meter Test Procedure: JJG119—2005[S]. 1984. (in Chinese)
    [30]
    绿化种植土壤: CJ/T 340—2016[S]. 北京: 中国标准出版社, 2016.

    Planting soil for greening: CJ/T 340—2016[S]. Beijing: Standards Press of China, 2016. (in Chinese)
    [31]
    森林土壤水溶性盐分分析: LY/T 1251—1999[S]. 1999.

    Analysis of Water-Soluble Salinity in Forest Soil: LY/T 1251—1999[S]. 1999. (in Chinese)
    [32]
    园林绿化工程施工及验收规范: CJJ 82—2012[S]. 北京: 中国建筑工业出版社, 2013.

    Code for Construction and Acceptance of Landscaping Engineering: CJJ 82—2012[S]. 2013. (in Chinese)
    [33]
    CHAI J C, CARTER J P, HAYASHI S. Vacuum consolidation and its combination with embankment loading[J]. Canadian Geotechnical Journal, 2006, 43(10): 985-996.
    [34]
    QUANG N D, CHAI J C. Permeability of lime- and cement-treated clayey soils[J]. Canadian Geotechnical Journal, 2015, 52(9): 1221-1227.
    [35]
    软土地区岩土工程勘察规程: JGJ 83—2011[S]. 北京: 中国建筑工业出版社, 2011.

    Specification for Geotechnical Investigation in Soft Clay Area: JGJ 83—2011[S]. Beijing: China Architecture & Building Press, 2011. (in Chinese)
    [36]
    建筑地基基础设计规范: GB 50007—2011[S]. 北京: 中国计划出版社, 2012.

    Code for Design of Building Foundation: GB 50007—2011[S]. Beijing: China Planning Press, 2012. (in Chinese)
  • Cited by

    Periodical cited type(10)

    1. 牛庚,孙德安,陈盼,邵龙潭,孔亮,吴迪,缪玉松,陈凡秀. 南阳重塑非饱和膨胀土的变形和含水率变化特性. 岩土工程学报. 2024(02): 426-435 . 本站查看
    2. 崔新壮,张小宁,王艺霖,曾浩,高上,曹天才,吕伟,韩柏林. 路基湿度测量方法、演化规律及调控技术研究进展. 中国公路学报. 2024(06): 1-33 .
    3. 于永堂,孙茉,曹静远,朱建民,张龙. 黄土高填方场地水分迁移规律. 长江科学院院报. 2024(07): 103-109 .
    4. 曹岚宇,张竣瑜. 原位钻孔剪切试验在高填方工程中的应用研究. 价值工程. 2024(24): 128-130 .
    5. 卢玉东,国金琦,程大伟,毛兴隆. 考虑固液二相互态特性的流固耦合模型. 中国公路学报. 2023(01): 58-69 .
    6. 郑健龙,刘绍平,胡惠仁. 公路路基湿度计算理论研究进展. 中外公路. 2023(01): 1-10 .
    7. 安鹏,张杰,倪万魁,马新超,胡兴群,张昌波. 安康机场罗家河膨胀土高填方沉降变形特征研究. 岩土工程学报. 2023(04): 833-839 . 本站查看
    8. 王弘起,邱明明,孙杰龙,李大卫,郑隆君,田宇轩. 物理性质对黄土抗剪强度指标的影响规律. 科技通报. 2023(04): 38-44+61 .
    9. 李东阳,周星辰,刘波,张千里,刘景宇. 核磁共振无损检测泥岩水分迁移过程的新方法. 矿业科学学报. 2023(05): 654-662 .
    10. 郭冠淼,包含,兰恒星,晏长根,郑涵,唐明. 基于交叉小波与小波相干的黄土高填方体浅表层水分相关关系研究. 工程地质学报. 2022(05): 1389-1402 .

    Other cited types(12)

Catalog

    Article views PDF downloads Cited by(22)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return