Mechanical behaviours of biopolymers reinforced natural soil

被引:0
|
作者
Cheng, Zhanbo [1 ]
Geng, Xueyu [1 ]
机构
[1] Univ Warwick, Sch Engn, Coventry CV47AL, England
关键词
biopolymer; optimum conditions; reinforcement effect; unconfined compressive strength; XANTHAN GUM; CARBONATE PRECIPITATION; ENGINEERING PROPERTIES; RESIDUAL SOIL; STABILIZATION; STRENGTH; CONCRETE; CLAY;
D O I
10.12989/sem.2023.88.2.179
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The mechanical behaviours of biopolymer-treated soil depend on the formation of soil-biopolymer matrices. In this (GE) and carrageenan kappa gum (KG) are selected to treat three types of natural soil at different concentrations (e.g., 1%, 2% and 3%) and curing time (e.g., 4-365 days), and reveal the reinforcement effect on natural soil by using unconfined compression tests. The results show that biopolymer-treated soil obtains the maximum unconfined compressive strength (UCS) at curing 1428 days. Although the UCS of biopolymer-treated soil has a 20-30% reduction after curing 1-year compared to the maximum value, it is still significantly larger than untreated soil. In addition, the UCS increment ratio of biopolymer-treated soil decreases with the increase of biopolymer concentration, and there exists the optimum concentration of 1%, 2-3%, 2%, 1% and 2% for XG, SA, LBG, KG and AG, respectively. Meanwhile, the optimum initial moisture content can form uniformly biopolymer-soil matrices to obtain better reinforcement efficiency. Furthermore, the best performance in increasing soil strength is XG following SA and LBG, which are significantly better than AG, KG and GE.
引用
收藏
页码:179 / 188
页数:10
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