Geotechnical properties of problematic expansive subgrade stabilized with xanthan gum biopolymer

被引:38
|
作者
Hamza, Muhammad [1 ,2 ]
Nie, Zhihong [1 ]
Aziz, Mubashir [3 ,4 ]
Ijaz, Nauman [5 ]
Ameer, Muhammad Faizan [2 ]
Ijaz, Zain [5 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha, Peoples R China
[2] Univ Lahore, Dept Technol, Lahore, Pakistan
[3] King Fahd Univ Petr & Minerals, Dept Civil & Environm Engn, Dhahran, Saudi Arabia
[4] King Fahd Univ Petr & Minerals, Interdisciplinary Res Ctr Construct & Bldg Mat, Dhahran, Saudi Arabia
[5] Tongji Univ, Coll Civil Engn, Key Lab Geotech & Underground Engn, Minist Educ, Shanghai, Peoples R China
关键词
Problematic expansive subgrade; xanthan gum; unconfined compressive strength; elastic modulus; CBR; microstructural studies; ENGINEERING PROPERTIES; SOIL; BEHAVIOR;
D O I
10.1080/14680629.2022.2092027
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This article presents a comprehensive study on the efficacy of xanthan gum (XG) biopolymer as a green construction material in treating problematic expansive subgrade. The soil was treated with various concentrations of XG (0, 0.5, 1.0, 1.5, 2.0, and 5.0%) considering long-term aging period (0, 4, 7, 14, 28, 60 and 365 days). The results showed a reduction in soil plasticity at a higher aging period with the increase in XG content. At 1.5% XG content the unconfined compressive strength, elastic modulus, resilient modulus, unsoaked and soaked CBR values of treated soil were notably increased by 5-10 orders of magnitude and regarded as optimum. Meanwhile, microstructural studies coupled with elemental analysis highlight the bridging of soil particles with stiff XG-hydrogel formation that contributes to strength development. Overall, XG-treatment exhibits an economical and sustainable solution for the treatment of problematic expansive subgrade.
引用
收藏
页码:1869 / 1883
页数:15
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