Advanced Biopolymer-Based Soil Strengthening Binder with Trivalent Chromium-Xanthan Gum Crosslinking for Wet Strength and Durability Enhancement

被引:5
|
作者
Lee, Minhyeong [1 ]
Chang, Ilhan [2 ]
Cho, Gye-Chun [3 ]
机构
[1] Korea Atom Energy Res Inst, Disposal Performance Demonstrat Res Div, Daejeon 34057, South Korea
[2] Ajou Univ, Dept Civil Syst Engn, Suwon 16499, South Korea
[3] Korea Adv Inst Sci & Technol, Dept Civil & Environm Engn, Daejeon 34141, South Korea
基金
新加坡国家研究基金会;
关键词
Xanthan gum (XG); Trivalent chromium; Crosslinking; Soil improvement; Wet strength; Durability; Grouting material; MICROBIAL BIOPOLYMERS; GELATION; RHEOLOGY; BEHAVIOR; WATER; KINETICS; IONS; SAND; GELS; POLYSACCHARIDES;
D O I
10.1061/JMCEE7.MTENG-16123
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Xanthan gum (XG) is an effective soil-binding material for enhancing the geotechnical engineering performance of soil. Due to the hydrophilicity of XG, however, its ineffectiveness as a soil-strengthening agent in wet conditions and the associated durability concerns continue to be obstacles to the implementation of XG soil treatment. Here, we investigated the effect of trivalent chromium (Cr3+) crosslinking on the rheology of XG hydrogels, and consequent variations in the unconfined compressive strength of XG-Cr3+-treated soil. Rheological tests revealed that the crosslinking of Cr3+ initially increased the yield stress of the XG gel; as the gel cured, the XG-Cr3+ gel lost its viscoelasticity and became stiffer and more elastic. With increased Cr3+ and XG concentrations, the time-controllable gelation enhanced the unconfined compressive strength of the sandy soil in a hydrated state. Furthermore, the crosslinking of XG and Cr3+ reduced the swelling of the XG gel and increased strength durability of XG-Cr3+-treated soil under prolonged saturation conditions. Due to the fact that Cr3+ crosslinking effectively improved the wet strength and durability without additional dehydration or heat treatment, this method can expand the applicability of XG soil treatment, such as injection grouting or backfill material for various geotechnical engineering structures.
引用
收藏
页数:15
相关论文
共 4 条
  • [1] Durability and strength degradation of xanthan gum based biopolymer treated soil subjected to severe weathering cycles
    Lee, Minhyeong
    Kwon, Yeong-Man
    Park, Dong-Yeup
    Chang, Ilhan
    Cho, Gye-Chun
    SCIENTIFIC REPORTS, 2022, 12 (01)
  • [2] Durability and strength degradation of xanthan gum based biopolymer treated soil subjected to severe weathering cycles
    Minhyeong Lee
    Yeong-Man Kwon
    Dong-Yeup Park
    Ilhan Chang
    Gye-Chun Cho
    Scientific Reports, 12
  • [3] Xanthan gum biopolymer-based soil treatment as a construction material to mitigate internal erosion of earthen embankment: A field-scale
    Kwon, Yeong-Man
    Moon, Jun-Ho
    Cho, Gye-Chun
    Kim, Young-Uk
    Chang, Ilhan
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 389
  • [4] Site application of biopolymer-based soil treatment (BPST) for slope surface protection: in-situ wet-spraying method and strengthening effect verification
    Seo, Seunghwan
    Lee, Minhyeong
    Im, Jooyoung
    Kwon, Yeong-Man
    Chung, Moon-Kyung
    Cho, Gye-Chun
    Chang, Ilhan
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 307