Experimental study on the vacuum consolidation of recycled fibre-improved soft soils assisted with prefabricated vertical drain

被引:0
|
作者
Lou, Kai [1 ,2 ]
Yin, Zhen-Yu [2 ]
Song, Ding-Bao [2 ]
Huang, Wei-Feng [2 ]
机构
[1] Shenzhen Univ, Coll Civil & Transportat Engn, Shenzhen, Peoples R China
[2] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
关键词
Soft soil; Consolidation; Vacuum preloading; Wasted face mask fibre; Biodegradable prefabricated vertical drain; PERFORMANCE; BEHAVIOR; SLURRY; CLAY;
D O I
10.1016/j.geotexmem.2025.01.002
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Billions of face masks were discarded daily, causing severe environmental concerns. Recycling waste face masks presents a significant challenge. Meanwhile, the traditional vacuum preloading shows limitations on the performance on soft soil ground. This paper investigates the potential benefits of reusing Face-Mask Fibres (FMF) as an admixture to enhance the treatment effects of vacuum preloading on soft soils. The performance of an environmentally biodegradable type of Prefabricated Vertical Drain (PVD) is also compared with that of conventional PVD through a series of laboratory physical model tests. The settlement, distributions of vacuum pressure, porewater pressure, and water content were monitored. In addition, after vacuum preloading, the undrained shear strength of treated soil was determined. Scanning electron microscope tests were also carried out to analyse the microscopic structure of treated soil. Results reveal that face-mask fibres significantly improved the performances of vacuum preloading in terms of vacuum dewatering and strengthening. Furthermore, the rate of vacuum consolidation was accelerated due to the additional drainage channels provided by recycled face-mask fibres. Notably, the final water content of the treated soil decreased to 41.8%, which is markedly lower than the liquid limit of 63.9%. The undrained shear strength exhibited considerable improvement, nearly doubling in value. The mechanism of how FMF works was also discussed.
引用
收藏
页码:681 / 696
页数:16
相关论文
共 50 条
  • [31] Prefabricated vertical drain alleviating clogging mechanism of soft ground by air-boosted vacuum preloading method
    Lei, Huayang
    Tong, Guoqing
    Feng, Shuangxi
    Li, Jiankai
    Fang, Qingfeng
    MARINE GEORESOURCES & GEOTECHNOLOGY, 2024,
  • [32] Consolidation analysis for soft soil with non-Darcian flow considering variable discharge capacity of prefabricated vertical drain
    Xiao, Zhi-Rong
    Chen, Yuan
    Hu, An-Feng
    Xie, Sen-Lin
    Chen, Yi-Yang
    Li, Tang
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2024, 48 (03) : 853 - 869
  • [33] Nonlinear consolidation of soft foundation improved by prefabricated vertical drains based on elliptical cylindrical equivalent model
    Tian, Yi
    Wu, Wenbing
    Wen, Minjie
    Jiang, Guosheng
    El Naggar, M. Hesham
    Mei, Guoxiong
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2021, 45 (13) : 1949 - 1971
  • [34] Experimental tests on effect of deformed prefabricated vertical drains in dredged soil on consolidation via vacuum preloading
    Cai, Yuanqiang
    Qiao, Huanhuan
    Wang, Jun
    Geng, Xueyu
    Wang, Peng
    Cai, Ying
    ENGINEERING GEOLOGY, 2017, 222 : 10 - 19
  • [35] Experimental study on discharge capacity of prefabricated vertical drain considering interaction of PVD and soil
    Zhu, Qun-Feng
    Gao, Chang-Sheng
    Zhan, Xin-Jie
    Zhang, Ling
    Yang, Shou-Hua
    Ming, Jing-Ping
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2017, 39 (12): : 2158 - 2164
  • [36] Experimental study on secondary consolidation properties of Fuzhou soft soils
    Chen, Zhibo
    Kong, Qiuping
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2014, 45 (10): : 3602 - 3607
  • [37] Case Study: Vertical Drain and Stability Analyses for a Compacted Embankment on Soft Soils
    Stark, Timothy D.
    Ricciardi, Perry J.
    Sisk, Ryan D.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2018, 144 (02)
  • [38] Consolidation analysis of soft soil improved with short deep mixed columns and long prefabricated vertical drains (PVDs)
    Zhang, Z.
    Ye, G.
    Xing, H.
    GEOSYNTHETICS INTERNATIONAL, 2015, 22 (05) : 366 - 379
  • [39] Observation on consolidation settlement of ground improved by Sand compaction pile and Prefabricated vertical drain applied to Dhaka MRT Line 6
    Imai, Yuki
    Kuriki, Minoru
    Okuda, Mitsuaki
    Muhammad, Shahjahan
    GEOTECHNICS FOR SUSTAINABLE INFRASTRUCTURE DEVELOPMENT, 2020, 62 : 605 - 610
  • [40] Experimental and numerical modeling on vacuum consolidation behavior of staged-filled soil slurry with prefabricated horizontal drain and fl occulant
    Song, Ding-Bao
    Pan, Yu
    Chen, Wen-Bo
    Yin, Zhen-Yu
    Feng, Wei-Qiang
    Yin, Jian-Hua
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2024, 16 (12) : 5231 - 5248