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
  • [21] A ROBUST FRAMEWORK FOR ADAPTIVE MULTISCALE MODELING OF BIOPOLYMERS USING HIGHLY PARALLELIZABLE METHODS
    Khan, Imad M.
    Anderson, Kurt S.
    PROCEEDINGS OF THE ASME 2ND GLOBAL CONGRESS ON NANOENGINEERING FOR MEDICINE AND BIOLOGY, NEMB 2013, 2013, : 77 - 78
  • [22] A Robust Framework for Adaptive Multiscale Modeling of Biopolymers using Highy Parallelizable Methods
    Khan, Imad
    BIOPHYSICAL JOURNAL, 2013, 104 (02) : 504A - 504A
  • [23] Soil Stabilization Using Copolymers
    Al-Haq, Ala'a Abd
    Concrete International, 2023, 45 (04): : 41 - 43
  • [24] Using Biopolymers to Stabilize Collapsible Soil by Using Wet Mix Method
    Habib, Mahmoud S.
    El Sawwaf, Mostafa A.
    Shahien, Marawan M.
    Nasr, Ahmed M.
    INDIAN GEOTECHNICAL JOURNAL, 2024,
  • [25] A multiscale study of silty soil structure
    Bartoli, F
    Genevois-Gomendy, V
    Royer, JJ
    Niquet, S
    Vivier, H
    Grayson, R
    EUROPEAN JOURNAL OF SOIL SCIENCE, 2005, 56 (02) : 207 - 223
  • [26] Multiscale fluid transport theory for swelling biopolymers
    Singh, PP
    Cushman, JH
    Maier, DE
    CHEMICAL ENGINEERING SCIENCE, 2003, 58 (11) : 2409 - 2419
  • [27] Synthetic Biology for Multiscale Designed Biomimetic Assemblies: From Designed Self-Assembling Biopolymers to Bacterial Bioprinting
    Majerle, Andreja
    Schmieden, Dominik T.
    Jerala, Roman
    Meyer, Anne S.
    BIOCHEMISTRY, 2019, 58 (16) : 2095 - 2104
  • [28] Enhancing mechanical behaviors of collapsible soil using two biopolymers
    Mohamed Ayeldeen
    Abdelazim Negm
    Mostafa EI-Sawwaf
    Masaki Kitazume
    Journal of Rock Mechanics and Geotechnical Engineering, 2017, (02) : 329 - 339
  • [29] Enhancing mechanical behaviors of collapsible soil using two biopolymers
    Ayeldeen, Mohamed
    Negm, Abdelazim
    El-Sawwaf, Mostafa
    Kitazume, Masaki
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2017, 9 (02) : 329 - 339
  • [30] Stabilization by multiscale decomposition
    Bertoluzza, S
    APPLIED MATHEMATICS LETTERS, 1998, 11 (06) : 129 - 134