Using Biopolymers to Stabilize Collapsible Soil by Using Wet Mix Method

被引:1
|
作者
Habib, Mahmoud S. [1 ]
El Sawwaf, Mostafa A. [1 ]
Shahien, Marawan M. [1 ]
Nasr, Ahmed M. [1 ]
机构
[1] Tanta Univ, Struct Engn Dept, Tanta, Egypt
关键词
Biopolymer; Collapsible soil; Collapse index; Shear strength; SEM; XRD; XANTHAN GUM;
D O I
10.1007/s40098-024-01075-5
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This study is concerned with stabilizing collapsible soil with eco-friendly materials. The additives used in this study are classified as types of biopolymers. Biopolymers have been utilized nowadays in many fields as alternatives to unfriendly materials. This study investigates the potential of using biopolymers to stabilize the collapsible soil which was collected from New Borg-Alarab City, Egypt. Gelatin, sodium alginate, and xanthan gum were added to the soil in contents of 0.5, 1, 2, 3, and 4% to investigate to what extent the biopolymer content affected the soil's characteristics. The soil was mixed with biopolymers using the wet mixing technique. The compaction characteristics, shear strength parameters, and collapse index have been evaluated for the soil before and after treatment. Moreover, the microstructure of the untreated and treated soils was examined by carrying out scanning electron microscopy (SEM) and X-ray diffraction (XRD) tests. The effect of biopolymers on the soil characteristics was obvious, as the biopolymers improved the shear strength and decreased the collapse index. When 4% gelatin, sodium alginate, and xanthan gum were mixed with the soil, its unsoaked shear strength increased by 79%, 275%, and 313%, respectively. While, the soaked shear strength increased by 232%, 285%, and 327%, respectively. The results showed that a 4% concentration of gelatin, sodium alginate, and xanthan gum greatly decreased the collapse index by 85%, 93%, and 98%, respectively. Additionally, the interaction between the biopolymers and the fine-grained particles is obvious in the SEM and XRD results.
引用
收藏
页数:13
相关论文
共 50 条
  • [1] 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
  • [2] 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
  • [3] Evaluation of Using Different Nanomaterials to Stabilize the Collapsible Loessial Soil
    Haeri, S. Mohsen
    Valishzadeh, Arsalan
    INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2021, 19 (05) : 583 - 594
  • [4] Evaluation of Using Different Nanomaterials to Stabilize the Collapsible Loessial Soil
    S. Mohsen Haeri
    Arsalan Valishzadeh
    International Journal of Civil Engineering, 2021, 19 : 583 - 594
  • [5] 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
  • [6] Feasibility of using electrokinetics and nanomaterials to stabilize and improve collapsible soils
    Hosseini, Arash
    Haeri, S. Mohsen
    Mahvelati, Siavash
    Fathi, Aria
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2019, 11 (05) : 1055 - 1065
  • [7] Feasibility of using electrokinetics and nanomaterials to stabilize and improve collapsible soils
    Arash Hosseini
    S.Mohsen Haeri
    Siavash Mahvelati
    Aria Fathi
    Journal of Rock Mechanics and Geotechnical Engineering, 2019, 11 (05) : 1055 - 1065
  • [8] An experimental study for evaluation of collapsible loess roadbed replacement method using lightweight soil
    Hu, Jinfang
    Liu, Hongtai
    Ren, Wenyuan
    Zhang, Aijun
    Mi, Wenjing
    Liang, Zhichao
    Pan, Liang
    Xie, Haobo
    Han, Jinwen
    Yang, Tao
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2023, 82 (09)
  • [9] An experimental study for evaluation of collapsible loess roadbed replacement method using lightweight soil
    Jinfang Hu
    Hongtai Liu
    Wenyuan Ren
    Aijun Zhang
    Wenjing Mi
    Zhichao Liang
    Liang Pan
    Haobo Xie
    Jinwen Han
    Tao Yang
    Bulletin of Engineering Geology and the Environment, 2023, 82
  • [10] Identification of collapsible soil using the fall cone apparatus
    Ayadat, Tahar
    Hanna, Adel
    GEOTECHNICAL TESTING JOURNAL, 2007, 30 (04): : 312 - 323