Study on Cementation Effect of Tailing Sand by Magnesium Oxide Combined with Microorganism or by MICP

WANG Bukang; JIA Cangqin; WANG Guihe; ZHANG Haonan

doi:10.13204/j.gyjzG21022609

Volume 52 Issue 11

Nov. 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(11): 79-83

TIAN Limei, XU Dongsheng, ZHAO Pengfei, WANG Wei, TAN Lihao. Investigation on Continuous Protection and Activation Utilization of Traditional Settlement Space Via Digital Technology[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 88-95. doi: 10.13204/j.gyjzG22080111

Citation:

WANG Bukang, JIA Cangqin, WANG Guihe, ZHANG Haonan. Study on Cementation Effect of Tailing Sand by Magnesium Oxide Combined with Microorganism or by MICP[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 79-83. doi: 10.13204/j.gyjzG21022609

Citation:

PDF( 8242 KB)

Study on Cementation Effect of Tailing Sand by Magnesium Oxide Combined with Microorganism or by MICP

doi: 10.13204/j.gyjzG21022609

School of Engineering and Technology, Key Laboratory of Deep Geodrilling Technology, MNR, China University of Geosciences, Beijing 100083, China

Received Date: 2021-02-26

Abstract

Abstract

Magnesium oxide combined with microorganism was used to cement tailing sand, and a comparison between cementation effect of maguesium oxide combined with microorganism and microbial induced carbonate precipitation (MICP) was conducted. The effects of the initial moisture content (in the range of 16% to 25%) of tailing sand and the magnesium oxide content (in the range of 6% to 15%), and the initial moisture content (in the range of 16% to 25%) of tailing sand during MICP on cementation were explored by unconfined compressive strength and SEM tests. The results showed that in the process of cementation with magnesium oxide combined with microorganism, the higher the initial moisture content was, the lower the unconfined compressive strength was; and the more the magnesium oxide content was, the higher the strength was; and in MICP, with the increase of the initial moisture content, the strength of specimens first decreased and then increased, and the lowest initial moisture content was 19%.
- magnesium oxide,
- microorganism,
- tailing sand,
- moisture content,
- unconfined compressive strength

FullText(HTML)

References(19)

References

[1]	陈溪海, 郭红仙, 程晓辉. 微生物矿化改善尾矿砂性质的试验研究[J]. 工业建筑, 2016, 46(6):94-98 ,176.
[2]	王仪心, 米占宽. 尾矿坝溃坝安全风险分析评价方法[J].金属矿山, 2019(6):184-188.
[3]	HAMDAN N, KAVAZANJIAN JR E, RITTMANN B E, et al. Carbonate mineral precipitation for soil improvement through microbial denitrification[J]. Geomicrobiology Journal, 2016, 34(2):139-146.
[4]	HARRISON A J W. Reactive magnesium oxide cements:US7347896[P]. 2008-03-25.
[5]	刘松玉, 李晨. 氧化镁活性对碳化固化效果影响研究[J]. 岩土工程学报, 2015, 37(1):148-155.
[6]	蔡光华, 刘松玉, 曹菁菁. 活性氧化镁碳化加固粉土微观机理研究[J]. 土木工程学报, 2017, 50(5):105-113 ,28.
[7]	DEJONG J T, MORTENSEN B M, MARTINEZ B C, et al. Bio-mediated soil improvement[J]. Ecological Engineering, 2008, 36(2):197-210.
[8]	LIANG J M, GUO Z Y, DENG L J, et al. Mature fine tailings consolidation through microbial induced calcium carbonate precipitation[J]. NRC Research Press, 2015, 42(11):975-978.
[9]	AL-THAWADI S. High strength in-situ biocementation of soil by calcite precipitating locally isolated ureolytic bacteria[D]. Perth:Murdoch University, 2008.
[10]	CHU J, STABNIKOV V, IVANOV V. Microbially induced calcium carbonate precipitation on surface or in the bulk of soil[J]. Geomicrobiology Journal, 2012, 29(6):544-549.
[11]	钱春香, 王安辉, 王欣. 微生物灌浆加固土体研究进展[J]. 岩土力学, 2015, 36(6):1537-1548.
[12]	刘汉龙, 肖鹏, 肖杨, 等. 微生物岩土技术及其应用研究新进展[J]. 土木与环境工程学报(中英文), 2019, 41(1):1-14.
[13]	吴创周, 楚剑, 成亮, 等. 微生物注浆地基处理技术研究进展[J]. 地基处理, 2020, 2(3):181-186.
[14]	沈道健, 王照宇, 梅岭, 等. 微生物诱导碳酸钙沉淀加固地基技术研究进展[J]. 江苏科技大学学报(自然科学版), 2017, 31(3):390-398.
[15]	孙潇昊, 缪林昌, 童天志, 等. 微生物沉积碳酸钙固化砂土试验研究[J]. 岩土力学, 2017, 38(11):3225-3230 ,3239.
[16]	彭劼, 黄慕凡, 谢高强, 等. 微生物诱导碳酸钙沉积加固土体的注浆方法[J]. 河海大学学报(自然科学版), 2019, 47(3):259-264.
[17]	吴超传, 郑俊杰, 赖汉江, 等. 微生物固化砂土强度增长机理及影响因素试验研究[J]. 土木与环境工程学报(中英文), 2020, 42(1):31-38.
[18]	伍玲玲, 张志军, 喻清, 等. 微生物注浆改善某金属矿尾砂性质的试验研究[J]. 中国矿业大学学报, 2018, 47(6):1354-1359.
[19]	黄涛, 方祥位, 张伟, 等. 活性氧化镁-微生物固化黄土试验研究[J]. 岩土力学, 2020, 41(10):3300-3306 ,3316.

Relative Articles

[1]	SHI Baocun, CHEN Jingya, ZHU Runyu, SUN Rui, WANG Fangwei. Research on Effect of Polymer Repair Agent on Self-Healing Performance of Concrete Cracks Based on Different Humidity Environments[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(4): 154-160,172. doi: 10.13204/j.gyjzG22063018
[2]	QIN Dongyang, LIU Haifeng, ZHU Lichen, CHE Jialing, YANG Weiwu. Research on the Performance of Desert Sand Concrete Under Dry-Wet Cycles with Sulfate Erosion[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 207-213,220. doi: 10.13204/j.gyjzG23053001
[3]	WANG Bukang, JIA Cangqin, WANG Guihe, ZHANG Haonan. Study on Cementation Effect of Tailing Sand by Magnesium Oxide Combined with Microorganism or by MICP[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 79-83. doi: 10.13204/j.gyjzG21022609
[4]	DONG Wei, ZHOU Menghu, HANG Meiyan, XUE Gang. Deterioration Law of Aeolian Sand Concrete Under Carbonation and Dry-Wet Cycles[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 194-198,206. doi: 10.13204/j.gyjzG22022206
[5]	LIU Shengwei, ZHAO Jianchang, ZHANG Jiawei. EXPERIMENTAL RESEARCH ON TENSILE PROPERTIES OF CFRP SHEETS IN SULFATE ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 172-176. doi: 10.13204/j.gyjzG201908060007
[6]	MA Yingchang, LIU Haifeng, ZHANG Minghu. EFFECTS OF DESERT SAND REPLACEMENT RATE AND FLY ASH CONTENT ON THE COMPRESSIVE STRENGTH OF CONCRETE UNDER LOW TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 81-87,80. doi: 10.13204/j.gyjz202005014
[7]	XU Lina, NIU Lei, ZHANG Ying, WANG Jun. EFFECT OF FREEZE-THAW CYCLING ON THE MECHANICAL PROPERTIES OF FIBER-REINFORCED CEMENTED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 109-113. doi: 10.13204/j.gyjz202003018
[8]	XU Lina, NIU Lei, ZHANG Ting, WANG Yabo. EXPERIMENTAL RESEARTH ON THE UNCONFINED COMPRESSION STRENGTH CHARACTERISTICS OF BASALT FIBER AND CEMENT STABILIZED RIVERBED SILT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 109-112. doi: 10.13204/j.gyjz202002016
[12]	Andres Quiros Zhang Shuai Cheng Xiaohui, . STUDY OF THE MICP INJECTION IN UNSATURATED SANDY SOILS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 28-30. doi: 10.13204/j.gyjz201507006
[13]	Wei Bingxu, Liu Bin, Ouyang Yunqing, Liu Xiong. THE EFFECT OF DRYING-WETTING CYCLES ON EXPANSIVE SOIL STRUCTURE AND ITS INDUCED VARIATIONS IN STRENGTH[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 99-103. doi: 10.13204/j.gyjz201508018
[14]	Liu Wei, Xie Youjun, Dong Biqin. STUDY OF THE RESISTANCE TO SULFATE ATTACH OF CONCRETE MADE WITH DREDGED MARINE SAND[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 131-135.
[15]	Yang Chenbin, Zha Fusheng, Cui Kerui. EFFECT OF CYCLIC WETTING AND DRYING ON THE ENGINEERING PROPERTIES OF STABILIZED EXPANSIVE SOILS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 98-102. doi: 10.13204/j.gyjz201201019
[16]	Xu Zhaoyang, Zhang Li. RESEARCH ON EFFECT OF MICROBES ON SOME ENGINEERING PROPERTIES OF SILT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 60-63,38. doi: 10.13204/j.gyjz200903018
[17]	Zhou Liping, Shen Xiangdong, Bai Zhongqiang. THE EXPERIMENTAL STUDY ON CHANGE IN PROPERTY OF CEMENT SOIL BY ADDED ADDITIVES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 74-78. doi: 10.13204/j.gyjz200907021
[18]	Zhang Da-jie, Tian Xiao-feng, Hou Hao-bo, Liu Hao, Tan Shi-kang. EXPERIMENTAL RESEARCH ON TAKING STABILIZED OVERWETTED SOIL AS ROADBED FILLER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 38-40. doi: 10.13204/j.gyjz200607009
[19]	Ji Yongsheng, Yuan Yingshu. TRANSPORT PROCESS OF CHLORIDE IN CONCRETE UNDER WET AND DRY CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 16-19,23. doi: 10.13204/j.gyjz200612005
[20]	Zhou Min, Hou Hao-bo, Li Zhi-wei. ENGINEERING PROPERTIES OF DREDGED SEDIMENT MODIFIED BY HAS STABILIZER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 35-37,44. doi: 10.13204/j.gyjz200607008

Supplements(0)

Cited By

Cited by

Periodical cited type(6)

1.	杜煜瑶，申亚梅，陶一舟，田庆伟，王宇凤，徐奕，张泰龙. 基于CiteSpace和VOSviewer可视化分析的中国古道研究进展. 园林. 2024(04): 61-68 .
2.	张家瞳，谭良斌. 基于CiteSpace的国内传统村落数字化研究知识图谱分析. 小城镇建设. 2024(05): 108-115 .
3.	潘莹，赵亦航，施瑛. 广东省传统村落集中连片保护利用全过程导控体系探索. 南方建筑. 2024(11): 22-30 .
4.	严恺怡，陈倩. 城乡融合视角下城市近郊区传统村落保护发展路径研究——以昆明市福安村为例. 华中建筑. 2024(12): 176-180 .
5.	陈少峰，宋菲，李微. 元宇宙中文化空间建构与结构特征研究. 北京联合大学学报(人文社会科学版). 2023(02): 48-59 .
6.	张菁，林冰姚，陈秋渝，田琪. 渝东南传统村落景观集群集中连片保护体系研究. 南方建筑. 2023(10): 98-107 .

Other cited types(5)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (212) PDF downloads(0)