Exploring Environmentally Friendly Biopolymer Material Effect on Soil Tensile and Compressive Behavior

被引:33
作者
Chen, Chunhui [1 ]
Peng, Zesen [2 ]
Gu, JiaYu [1 ]
Peng, Yaxiong [3 ]
Huang, Xiaoyang [4 ]
Wu, Li [2 ]
机构
[1] China Univ Geosci, Minist Educ, Three Gorges Res Ctr Geohazards, Wuhan 430074, Peoples R China
[2] China Univ Geosci, Fac Engn, Wuhan 430074, Peoples R China
[3] Hunan Univ Sci & Technol, Hunan Prov Key Lab Geotech Engn Stabil Control &, Xiangtan 411100, Peoples R China
[4] Cardiff Univ, Ctr Doctoral Training Catalysis, Sch Chem, Cardiff Catalysis Inst, Pk Pl, Cardiff CF10 3AT, Wales
基金
中国国家自然科学基金;
关键词
biopolymer; numerical simulation; micro-behavior; green technology;
D O I
10.3390/ijerph17239032
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The study of the high-performance of biopolymers and current eco-friendly have recently emerged. However, the micro-behavior and underlying mechanisms during the test are still unclear. In this study, we conducted experimental and numerical tests in parallel to investigate the impact of different xanthan gum biopolymer contents sand. Then, a numerical simulation of the direct tensile test under different tensile positions was carried out. The micro-characteristics of the biopolymer-treated sand were captured and analyzed by numerical simulations. The results indicate that the biopolymer can substantially increase the uniaxial compressive strength and tensile strength of the soil. The analysis of the microparameters demonstrates the increase in the contact bond parameter values with different biopolymer contents, and stronger bonding strength is provided with a higher biopolymer content from the microscale. The contact force and crack development during the test were visualized in the paper. In addition, a regression model for predicting the direct tensile strength under different tensile positions was established. The numerical simulation results explained the mechanical and fracture behavior of xanthan gum biopolymer stabilized sand under uniaxial compression, which provides a better understanding of the biopolymer strengthening effect.
引用
收藏
页码:1 / 13
页数:13
相关论文
共 41 条
[1]   Environmental impacts, life cycle assessment and potential improvement measures for cement production: a literature review [J].
Andres Salas, Daniel ;
Diego Ramirez, Angel ;
Raul Rodriguez, Carlos ;
Marx Petroche, Daniel ;
Jael Boero, Andrea ;
Duque-Rivera, Jorge .
JOURNAL OF CLEANER PRODUCTION, 2016, 113 :114-122
[2]  
[Anonymous], 2008, PARTICLE FLOW CODE 2
[3]   Hydraulic conductivity of biopolymer-treated silty sand [J].
Bouazza, A. ;
Gates, W. P. ;
Ranjith, P. G. .
GEOTECHNIQUE, 2009, 59 (01) :71-72
[4]   Mechanical behavior of an opening in a jointed rock-like specimen under uniaxial loading: Experimental studies and particle mechanics approach [J].
Cao, R. H. ;
Cao, P. ;
Lin, H. ;
Ma, G. W. ;
Fan, X. ;
Xiong, X. G. .
ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2018, 18 (01) :198-214
[5]   Effect of specimen size and loading conditions on indirect tensile test results [J].
Carmona, S. .
MATERIALES DE CONSTRUCCION, 2009, 59 (294) :7-18
[6]   Introduction of Microbial Biopolymers in Soil Treatment for Future Environmentally-Friendly and Sustainable Geotechnical Engineering [J].
Chang, Ilhan ;
Im, Jooyoung ;
Cho, Gye-Chun .
SUSTAINABILITY, 2016, 8 (03)
[7]   Soil treatment using microbial biopolymers for anti-desertification purposes [J].
Chang, Ilhan ;
Prasidhi, Awlia Kharis ;
Im, Jooyoung ;
Shin, Hyun-Dong ;
Cho, Gye-Chun .
GEODERMA, 2015, 253 :39-47
[8]   Effects of Xanthan gum biopolymer on soil strengthening [J].
Chang, Ilhan ;
Im, Jooyoung ;
Prasidhi, Awlia Kharis ;
Cho, Gye-Chun .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 74 :65-72
[9]   Exploring the effect of biopolymers in near-surface soils using xanthan gum-modified sand under shear [J].
Chen, Chunhui ;
Wu, Li ;
Harbottle, Michael .
CANADIAN GEOTECHNICAL JOURNAL, 2020, 57 (08) :1109-1118
[10]   Influence of biopolymer gel-coated fibres on sand reinforcement as a model of plant root behaviour [J].
Chen, Chunhui ;
Wu, Li ;
Harbottle, Michael .
PLANT AND SOIL, 2019, 438 (1-2) :361-375