Modelling the behaviour of reinforced embankments on the peat Caroni swamp

被引:0
|
作者
Mwasha, A.
Ramnarine, R.
Atkinson, R.
机构
来源
PHYSICAL MODELLING IN GEOTECHNICS, VOLS. 1 AND 2 | 2010年
关键词
D O I
暂无
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Due to increasing agricultural activities, swamp lands are a target for extensive reclamation. Caroni Peat soil in Trinidad and Tobago has a low to very low surface bearing strength, therefore the process of reclamation should be accompanied with soil reinforcement in most cases. In order to minimize the pollution of the Caroni ecosystem, eco-friendly geotextiles should be used for reclamation purposes. A free draining embankment erected on Caroni soil was reinforced using Limited Life Geotextiles (LLGs), which are eco-friendly but biodegrade with time to investigate the behavior of an embankment reinforced with these types of geotextiles. The diminishing tensile strength in LLGs is represented by the external load, which can be manually controlled, depending on the rate of the increasing foundation shear strength. The tensile strength remaining in the geotextiles after the consolidation process was recorded and compared with the initial tensile strength.
引用
收藏
页码:1189 / 1193
页数:5
相关论文
共 50 条
  • [1] 'At Caroni Swamp'
    Chapman, EB
    NORTH AMERICAN REVIEW, 2005, 290 (05): : 41 - 41
  • [2] CARONI SWAMP, TRINIDAD
    MOHLENBROCK, RH
    NATURAL HISTORY, 1994, 103 (10) : 26 - 29
  • [3] Physical modelling of railway embankments on peat foundations
    Vinogradov, V. V.
    Yakovleva, T. G.
    Frolovsky, Y. K.
    Zaitsev, A. A.
    PHYSICAL MODELLING IN GEOTECHNICS - 6TH ICPMG '06, VOL 1, 2006, : 591 - +
  • [4] Modelling embankments reinforced with sand columns
    Sathishbalamurugan, M.
    Muhunthan, B.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT, 2008, 161 (02) : 71 - 78
  • [6] Behaviour of 60-year-old trial embankments on peat
    Long, Michael
    Paniagua, Priscilla
    Grimstad, Gustav
    Sponas, Egil Berg Antoniazzi
    Bjertness, Endre
    Ritter, Stefan
    ENGINEERING GEOLOGY, 2023, 323
  • [7] The effect of soil viscosity on the behaviour of reinforced embankments
    Rowe, R. K.
    Taechakumthorn, C.
    ADVANCES IN TRANSPORTATION GEOTECHNICS, 2008, : 47 - +
  • [8] Behaviour of geosynthetic reinforced column supported embankments
    Yapage, Namal
    Liyanapathirana, Samanthika
    JOURNAL OF ENGINEERING DESIGN AND TECHNOLOGY, 2018, 16 (01) : 44 - 62
  • [9] The behaviour of expansive clayey embankments reinforced with lime addition
    Oteo, C.
    Castanedo, F. J.
    Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Vols 1-5: GEOTECHNOLOGY IN HARMONY WITH THE GLOBAL ENVIRONMENT, 2005, : 1237 - 1240
  • [10] Behaviour of two reinforced test embankments on soft clay
    Magnani, H. O.
    Almeida, M. S. S.
    Ehrlich, M.
    GEOSYNTHETICS INTERNATIONAL, 2009, 16 (03) : 127 - 138