Engineering properties of biodegradable vertical drains for soft ground improvement

被引:0
|
作者
Yuan, Wei [1 ,2 ]
Ying, Zi [1 ,2 ]
Su, Yinqiang [3 ]
Wang, Qiong [4 ]
Chen, Sheng [5 ]
Deng, Yongfeng [1 ,2 ]
机构
[1] Southeast Univ, Inst Geotech Engn, Sch Transportat, Nanjing 211189, Peoples R China
[2] Jiangsu Key Lab Low Carbon & Sustainable Geotech E, Nanjing 211189, Peoples R China
[3] Zhuhai Commun Grp, Zhuhai 519000, Peoples R China
[4] Tongji Univ, Sch Civil Engn, Shanghai 200092, Peoples R China
[5] Survey & Design Inst Co Ltd, CRCC Harbour & Channel Engn Bur Grp, Guangzhou 511400, Peoples R China
关键词
geosynthetics; filters&drains; degradation of geomaterials; ground improvement; UN SDG 11; ELASTOPLASTIC CONSTITUTIVE MODEL; VACUUM PRELOADING METHOD; DISCHARGE CAPACITY; CONSOLIDATION; COMPOSITES; BEHAVIOR; CLAY; COIR;
D O I
10.1680/jgein.24.00110
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The vertical drainage consolidation method is widely employed for soft ground improvement, traditionally using prefabricated plastic vertical drains (PPVDs) to facilitate effective pore water discharge. However, the non-biodegradable nature of PPVDs poses environmental challenges and complicates subsequent construction activities. To address these issues, natural prefabricated vertical drains (NPVDs) and prefabricated straw vertical drains (PSVDs) have emerged as sustainable alternatives. This study reviews the chemical composition, discharge capacity, tensile strength, and biodegradability of PPVDs, NPVDs, and PSVDs. The results demonstrate that PSVDs exhibit superior drainage performance due to their robust rectangular channels, while NPVDs degrade more rapidly under microbial and chemical influences. Although biodegradation benefits the environment, the associated decline in drainage efficiency. However, the field test shows that the degradation of NPVD and PSVD has no significant effect on soil consolidation. Future research should prioritize material optimization to balance biodegradability and durability, conduct long-term performance evaluations under varying environmental conditions, and integrate numerical simulations with field monitoring to predict the lifespan and effectiveness of NPVDs and PSVDs in practical applications. These findings underscore the potential of biodegradable drains as a sustainable solution for soft ground improvement while addressing critical challenges in material performance and environmental impact.
引用
收藏
页数:38
相关论文
共 50 条
  • [21] Ground settlement prediction of embankment treated with prefabricated vertical drains in soft soil
    Saputro, Siswoko Adi
    Muntohar, Agus Setyo
    Liao, Hung Jiun
    4TH INTERNATIONAL CONFERENCE ON REHABILITATION AND MAINTENANCE IN CIVIL ENGINEERING (ICRMCE 2018), 2018, 195
  • [22] Non-uniform consolidation around vertical drains installed in soft ground
    Pyrah, IC
    Smith, IGN
    Hull, D
    Tanaka, Y
    GEOTECHNICAL ENGINEERING FOR TRANSPORTATION INFRASTRUCTURE, VOLS 1-3: THEORY AND PRACTICE, PLANNING AND DESIGN, CONSTRUCTION AND MAINTENANCE, 1999, : 1563 - 1569
  • [23] FINITE-ELEMENT MODELING OF VERTICAL DRAINS BENEATH EMBANKMENTS ON SOFT GROUND
    HIRD, CC
    PYRAH, IC
    RUSSELL, D
    GEOTECHNIQUE, 1992, 42 (03): : 499 - 511
  • [24] Three-dimensional numerical of soft ground improved by prefabricated vertical drains
    Lin, D. G.
    Chang, K. T.
    GEOSYNTHETICS INTERNATIONAL, 2009, 16 (05) : 339 - 353
  • [25] Stochastic cost optimization of ground improvement with prefabricated vertical drains and surcharge preloading
    Kim, Hyeong-Joo
    Lee, Kwang-Hyung
    Jamin, Jay C.
    Mission, Jose Leo C.
    GEOMECHANICS AND ENGINEERING, 2014, 7 (05) : 525 - 537
  • [26] A numerical approach to modelling biodegradable vertical drains
    Nguyen, Thanh Trung
    Indraratna, Buddhima
    Rujikiatkamjorn, Cholachat
    ENVIRONMENTAL GEOTECHNICS, 2022, 9 (08): : 515 - 523
  • [27] Modeling of vertical drains in soft clay
    Indraratna, B
    Bamunawita, C
    Redana, IW
    Balasubramaniam, AS
    SOFT SOIL ENGINEERING, 2001, : 329 - 338
  • [28] Finite Element Modeling of Embankment Resting on Soft Ground Stabilized with Prefabricated Vertical Drains
    Rajesh, B. Giridhar
    Chukka, S. K.
    Dey, A.
    GEOTECHNICAL ENGINEERING, 2018, 49 (04): : 63 - 72
  • [29] Probabilistic design of ground improvement by vertical drains for soil of spatially variable coefficient of consolidation
    Bari, Md. Wasiul
    Shahin, Mohamed A.
    GEOTEXTILES AND GEOMEMBRANES, 2014, 42 (01) : 1 - 14
  • [30] Ground improvement at the port of Brisbane, Australia using vertical drains and vacuum assisted preloading
    Indraratna, Buddhima
    Rujikiatkamjorn, Cholachat
    Balasubramaniam, A.S.
    Geotechnical Special Publication, 2013, (230): : 540 - 550