An experimental investigation of wind erosion resistance of desert sand cemented by soybean-urease induced carbonate precipitation

被引:41
作者
Liu, Yang [1 ,2 ]
Gao, Yufeng [1 ,2 ]
He, Jia [1 ,2 ]
Zhou, Yundong [1 ,2 ]
Geng, Weijuan [3 ]
机构
[1] Hohai Univ, Key Lab, Minist Educ Geomech & Embankment Engn, Nanjing 210098, Jiangsu, Peoples R China
[2] Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Jiangsu, Peoples R China
[3] Jiangsu Univ, Fac Civil Engn & Mech, Dept Civil Engn, Zhenjiang 212013, Peoples R China
基金
中国国家自然科学基金;
关键词
Soybean-urease induced carbonate; precipitation (SICP); Wind-blown sand erosion; Erosion rate; Threshold detachment velocity (TDV); Penetration resistance; CaCO; 3; content; INDUCED CALCITE PRECIPITATION; SOIL; IMPROVEMENT; STABILIZATION; CEMENTATION; STRENGTH;
D O I
10.1016/j.geoderma.2022.116231
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
This study experimentally investigated the efficiency of soybean urease-induced carbonate precipitation (SICP) cemented desert sand in resisting wind-blown sand erosion. A suite of wind-blown sand tests was conducted on desert sand at various controlling factors, including the soybean-urease solution (SUS) concentration, cemen-tation solution (CS) concentration, the volume of SICP solution, and the treatment cycles. The wind-blown sand was simulated by introducing a certain amount of impacting particles to the wind flow at a velocity varying from 5 m/s to 15 m/s. The erosion rate, along with penetration resistance and CaCO3 content, were evaluated and correlated with the threshold detachment velocity (TDV). Results indicated that the SICP treatment could effectively reduce the wind-induced erosion potential of desert sand, as the erosion rate of the SICP-treated soil was significantly decreased under the coupled effects of wind shear force and the impacting particles. An op-timum SICP recipe is obtained to treat the sand by spraying two cycles of SICP solution at 4 L/m2 containing 40 g/L soybean urease solution and 1 mol/L cementation solution (urea -calcium chloride).
引用
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页数:10
相关论文
共 68 条
[1]   Enzyme induced calcium carbonate precipitation and its engineering application: A systematic review and meta-analysis [J].
Ahenkorah, Isaac ;
Rahman, Md Mizanur ;
Karim, Md Rajibul ;
Beecham, Simon .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 308
[2]   Effect of chemical treatment used in MICP on engineering properties of cemented soils [J].
Al Qabany, A. ;
Soga, K. .
GEOTECHNIQUE, 2013, 63 (04) :331-339
[3]   Mitigating wind erosion of sand using biopolymer-assisted EICP technique [J].
Almajed, Abdullah ;
Lemboye, Kehinde ;
Arab, Mohamed G. ;
Alnuaim, Ahmed .
SOILS AND FOUNDATIONS, 2020, 60 (02) :356-371
[4]   Baseline Investigation on Enzyme-Induced Calcium Carbonate Precipitation [J].
Almajed, Abdullah ;
Tirkolaei, Hamed Khodadadi ;
Kavazanjian, Edward, Jr. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2018, 144 (11)
[5]  
Anderson J., 2014, GEO C, P1664, DOI [10.1061/9780784413272.163, DOI 10.1061/9780784413272.163]
[6]  
[Anonymous], 1941, GEOGR J, V98, P109
[7]  
[Anonymous], 2017, ASTM D2487-17
[8]  
Chae SH, 2021, ENVIRON ENG RES, V26
[9]   Long-Term Leaching Behavior of Chromite Ore Processing Residue as Backfill Material and the Propagation of Chromium in the Surrounding Soil [J].
Chen, Jiannan ;
Eun, Jongwan ;
Feng, Yuan ;
Tinjum, James M. .
JOURNAL OF HAZARDOUS TOXIC AND RADIOACTIVE WASTE, 2021, 25 (03)
[10]   Biopolymer Stabilization of Mine Tailings for Dust Control [J].
Chen, Rui ;
Lee, Ilsu ;
Zhang, Lianyang .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2015, 141 (02)