Multiscale Study of Soil Stabilization Using Bacterial Biopolymers

被引:36
|
作者
Ramachandran, Asha Latha [1 ]
Dubey, Anant Aishwarya [2 ,3 ]
Dhami, Navdeep Kaur [1 ]
Mukherjee, Abhijit [1 ]
机构
[1] Curtin Univ, Dept Civil Engn, Bentley, WA 6102, Australia
[2] Indian Inst Technol, Dept Civil Engn, Gauhati, India
[3] Curtin Univ, Gauhati 781039, India
关键词
Soil stabilization; Biopolymers; Mechanical properties; Water absorption; Clay reinforced biopolymer; XANTHAN GUM BIOPOLYMER; ELASTIC-MODULUS; MECHANICAL-PROPERTIES; INDENTATION; HARDNESS; DURABILITY; STIFFNESS; BEHAVIOR; POLYMER; SAND;
D O I
10.1061/(ASCE)GT.1943-5606.0002575
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Conventional methods of soil stabilization employing materials, such as lime or cement, have considerable environmental penalties due to their high embodied energy. Alternatives such as biopolymers can significantly alleviate this problem. This paper is the first attempt to reveal the basic mechanism of stabilizing sand using bacterial biopolymer by conducting investigations spanning from microscopic to macroscopic scales. Xanthan gum, a bacterial biopolymer, has been microscopically characterized both as a stand-alone binder and with varying proportions of clay reinforcement. Sand columns have been produced using xanthan gum as the binder with varying quantities of clay. The biopolymer stabilized samples were characterized by strength and water absorption. Although xanthan gum was able to bind the sand, exposure to moisture considerably affected its strength. The addition of clay significantly improved the performance by reinforcing the polymer. The mechanism of stabilization has been revealed through advanced microscopic investigations using scanning electron microscopy, nanoindentation, and atomic force microscopy. The study reveals the potential of bacterial polymerization as a means of sustainable soil stabilization.
引用
收藏
页数:16
相关论文
共 50 条
  • [1] Nanoscale to Macroscale Characterization of in-Situ Bacterial Biopolymers for Applications in Soil Stabilization
    Ramachandran, Asha Latha
    Mukherjee, Abhijit
    Dhami, Navdeep K.
    FRONTIERS IN MATERIALS, 2022, 8
  • [2] SOIL EROSION CONTROL AND VEGETATION STABILIZATION USING BIOGENIC BIOPOLYMERS
    Chang, Ilhan
    Cho, Gye-Chun
    Santamarina, J. Carlos
    PROCEEDINGS OF THE 5TH INTERNATIONAL YOUNG GEOTECHNICAL ENGINEERS' CONFERENCE (IYGEC 2013), 2013, 2 : 77 - 80
  • [3] Clay Soil Stabilization Using Xanthan Gum and Sodium Alginate as Biopolymers
    Temurayak, Ayberk
    Eskisar, Tugba
    5TH INTERNATIONAL CONFERENCE ON NEW DEVELOPMENTS IN SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, ZM 2022, 2023, 305 : 139 - 144
  • [4] A novel study on using protein based biopolymers in soil strengthening
    Fatehi, Hadi
    Abtahi, Sayyed Mandi
    Hashemolhosseini, Hamid
    Hejazi, Sayyed Mandi
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 167 : 813 - 821
  • [5] Factors controlling the stabilization of above and belowground plant biopolymers in soil
    Filley, Timothy
    Iversen, Colleen
    Jastrow, Julie
    GEOCHIMICA ET COSMOCHIMICA ACTA, 2010, 74 (12) : A292 - A292
  • [6] Multiscale modelling of biopolymers
    Scacchi, A.
    Vuorte, M.
    Sammalkorpi, M.
    ADVANCES IN PHYSICS-X, 2024, 9 (01):
  • [7] Desert sand stabilization using biopolymers: review
    Monika Dagliya
    Neelima Satyam
    Ankit Garg
    Smart Construction and Sustainable Cities, 1 (1):
  • [8] A comparative study of stabilising collapsible soil using different types of biopolymers
    El Sawwaf, Mostafa A.
    Shahien, Marawan M.
    Nasr, Ahmed M.
    Habib, Mahmoud S.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT, 2023, 177 (01) : 44 - 56
  • [9] Bacterial Oxidation and Stabilization of As(III) in Soil
    Karn, Santosh Kumar
    Pan, Xiangliang
    ENVIRONMENTAL ENGINEERING SCIENCE, 2017, 34 (03) : 158 - 164
  • [10] Non-Structural Slope Stabilization Using Biopolymers
    Singh, Manendra
    Zargar, Moqin Mushtaq
    Sharma, Vivek Kumar
    Nath, Ritu Raj
    JOURNAL OF MINING AND ENVIRONMENT, 2025, 16 (01): : 111 - 126