Mechanism Study on Synergistic Effect of Microorganisms and Magnesium Oxide on Cementing Drill Cuttings

TANG Guowang; ZHAO Zhongjun; ZHOU Kai; LI Chen; YANG Yong; DING Kuan; YU Peizhi; WANG Guihe

doi:10.3724/j.gyjzG23031311

Volume 54 Issue 9

Sep. 2024

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2024 > 54(9): 19-25

TANG Guowang, ZHAO Zhongjun, ZHOU Kai, LI Chen, YANG Yong, DING Kuan, YU Peizhi, WANG Guihe. Mechanism Study on Synergistic Effect of Microorganisms and Magnesium Oxide on Cementing Drill Cuttings[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 19-25. doi: 10.3724/j.gyjzG23031311

Citation:

TANG Guowang, ZHAO Zhongjun, ZHOU Kai, LI Chen, YANG Yong, DING Kuan, YU Peizhi, WANG Guihe. Mechanism Study on Synergistic Effect of Microorganisms and Magnesium Oxide on Cementing Drill Cuttings[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 19-25. doi: 10.3724/j.gyjzG23031311

Citation:

TANG Guowang, ZHAO Zhongjun, ZHOU Kai, LI Chen, YANG Yong, DING Kuan, YU Peizhi, WANG Guihe. Mechanism Study on Synergistic Effect of Microorganisms and Magnesium Oxide on Cementing Drill Cuttings[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 19-25. doi: 10.3724/j.gyjzG23031311

PDF( 8752 KB)

Mechanism Study on Synergistic Effect of Microorganisms and Magnesium Oxide on Cementing Drill Cuttings

doi: 10.3724/j.gyjzG23031311

1. Beijing Urban Construction Group Co., Ltd., Beijing 100088, China;
2. Shenzhen Jianyan Testing Co., Ltd., Shenzhen 518116, China;
3. CIGIS (CHINA) LIMITED, Beijing 100010, China;
4. China University of Geosciences (Beijing), Beijing 100083, China

Received Date: 2023-03-13
Available Online: 2024-10-18

Abstract

Abstract

Microbial-induced calcium carbonate precipitation (MICP) is a new reinforcement and remediation method for contaminated soil, which also provides a new direction to cement drill cuttings. Based on the analysis of the cemented body of highly active magnesium oxide gel material, an in-depth study on synergistic cementation for drill cuttings by microorganisms and magnesium oxide was conducted, and a new treatment methods for drill cuttings was presented. The speciemens cemented by microorganisms combined with magenesium oxide were tested with FTIRs, XRDs and SEMs, and the results indicated that rosette hydro-magnesite (4MgCO₃·Mg(OH)₂·4H₂O) and acicular nesquehonite (MgCO₃·3H₂O) were yielded in synergy of microorganism and magnesium oxide. The loose particles were cemented into the well-structured cemented body by the dense carbonate network which was the cementitious mechanism of the synergistic effect of microorganism and magnesium oxide. The analysis of the factors affecting the strength of the cured body showed that the development trend of the strength of the cured body was positively correlated with microbial concentrations, active magnesium oxide concentrations, and curing times, and negatively correlated with the water content and the urea concentration.
- microorganism,
- reactive magnesium oxide,
- synergy,
- cementation,
- drill cutting

FullText(HTML)

References(16)

References

[1]	杨勇.中海油自研D+W工具在南海东部的首次应用分析[J].中国石油和化工标准与质量, 2020,40(4):120-121.
[2]	JÚNIOR I P, MARTINS A L, ATAÍDE C H, et al. Microwave drying remediation of petroleum-contaminated drill cuttings [J]. Journal of Environmental Management, 2017, 196: 659-665.
[3]	YAO G, CHEN Z, CHEN Q, et al. Behaviors of organic and heavy metallic pollutants during supercritical water oxidation of oil-Based drill cuttings [J/OL]. Water Air and Soil Pollution, 2018, 229(102)[2023-03-13]. https://doi.org/10.1007/s11270-018-3751-z.
[4]	ALAVI N, MESDAGHINIA A R, NADDAFI K, et al. Biodegradation of petroleum hydrocarbons in a soil polluted sample by oil-based drilling cuttings [J]. Soil and Sediment Contamination: An International Journal, 2014, 23(5): 586-597.
[5]	AL-ANSARY M S, AL-TABBAA A. Stabilization/solidification of synthetic petroleum drill cuttings [J]. Journal of Hazardous Materials, 2007, 141(2): 410-421.
[6]	MARTINEZ B C, DEJONG J T, GINN T R, et al. Experimental optimization of microbial-induced carbonate precipitation for soil improvement [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(4): 587-598.
[7]	SOON N W, LEE L M, KHUN T C, et al. Improvements in engineering properties of soils through microbial-induced calcite precipitation [J]. KSCE Journal of Civil Engineering, 2013, 17(4): 718-728.
[8]	ATASHGAHI S, TABARSA A, SHAHRYARI A, et al. Effect of carbonate precipitating bacteria on strength and hydraulic characteristics of loess soil[J]. Bulletin of Engineering Geology and the Environment, 2020, 79(9):4749-4763.
[9]	TANG G W, JIA C Q, WANG G H, et al. Role of Na-montmorillonite on microbially induced calcium carbonate precipitation [J/OL]. Molecules, 2021, 26(20) [2023-03-13]. https://doi.org/10.3390/molecules26206211.
[10]	TANG G W, HUANG F, WANG G H, et al. Valorization of water-based drill cuttings through the Bio-carbonation approach [J/OL]. Advances in Materials Science and Engineering, 2022[2023-03-13]. https://doi.org/10.1155/2022/3836863.
[11]	RUAN S, QIU J, WENG Y, et al. The use of microbial induced carbonate precipitation in healing cracks within reactive magnesia cement-based blends [J]. Cement and Concrete Research, 2019, 115: 176-188.
[12]	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(17): 3300-3316.
[13]	YANG Y, RUAN S, WU S,et al. Biocarbonation of reactive magnesia for soil improvement[J/OL].Acta Geodaetica, 2020[2023-03-13]. https://doi.org/10.1007/s11440-020-01093-6.
[14]	KOLIAS S, GEORGIOU C. The effect of paste volume and of water content on the strength and water absorption of concrete [J]. Cement and Concrete Composites, 2005, 27(2): 211-216.
[15]	SHAH S J, SHROFF A V, PATEL J V, et al. Stabilization of fuel oil contaminated soil-A case study [J]. Geotechnical and Geological Engineering, 2003, 21(4): 415-427.
[16]	GE C, XUE D, YAO H. Microbial biomass, community diversity, and enzyme activities in response to urea application in tea orchard soils [J]. Communications in Soil Science and Plant Analysis, 2010, 41(7): 797-810.

Relative Articles

[1]	ZHANG Minxia, WANG Yatao, NIU Shuangjian, CAI Baoshuai, ZHANG Zhenquan. Research Progress on Effects of Freeze-Thaw Action on Wind Erosion and Dust Resistance of Microbial Cured Bare Soil[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 191-197. doi: 10.3724/j.gyjzG22102404
[2]	ZHANG Minxia, CHEN Chen, NIU Shuangjian, FENG Congrui, XU Ping, CAI Baoshuai. Digital Image Analysis on Structure of Constructional Waste Soil Cemented by Microorganisms[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 43-50. doi: 10.3724/j.gyjzG23080412
[3]	LIN Wenbin, WANG Bin, GAO Yupeng, KE Jintao, CAO Shenggen, KONG Qiuping. Experimental Study on Disintegration of Strongly Weathered Granular Granite Cemented by MICP in the Seawater Environment[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 1-9. doi: 10.3724/j.gyjzG24031816
[4]	TANG Liansheng, WANG Yuxi, SUN Yinlei. Test Study on Effect of Free Iron Oxide in Granite Laterite on Cementation Characteristics of Laterite[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 137-143. doi: 10.13204/j.gyjzG22032005
[5]	YANG Bohao, LIU Dee, RONG Hui, YUE Changsheng. Improvement Effects and Mechanisms of Steel Slag by Binary Microorganisms[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 91-96. doi: 10.13204/j.gyjzG22071415
[6]	LI Tao, LAI Xiaoying, HUANG Hao, YANG Hanqing, DENG Bofan, WANG Yajun. Study on Crystallization Effect of New Immobilized Materials[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 84-90. doi: 10.13204/j.gyjzG21112407
[7]	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
[10]	Yang Zuan Cheng Xiaohui, . EXPERIMENTAL STUDY OF DETERIORATED HISTORIC MASONRY STRUCTURES REINFORCED BY MICROBIAL GROUTING METHOD[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 48-53. doi: 10.13204/j.gyjz201507010
[11]	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
[12]	Han Zhiguang Cheng Xiaohui, . NUTRITIVE SALT'S IMPACT ON MICROORGANISM STRENGTHENING LIQUEFIABLE SANDY SOIL[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 19-22. doi: 10.13204/j.gyjz201507004
[13]	Cheng Xiaohui Yang Zuan Li Meng Guo Hongxian, . MICROBIAL MODIFIED GEOMATERIALS: A METHODOLOGY REVIEW[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 1-7. doi: 10.13204/j.gyjz201507001
[14]	Zhang Hechao, Guo Hongxian, Li Meng, Cheng Xiaohui. EXPERIMENTAL RESEARCH OF MICROBIAL-INDUCED CLOGGING IN SANDS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 139-142. doi: 10.13204/j.gyjz201501028
[15]	Hu Changming, Zhao Yunbo, Wang Jie, Liu Fengyun. FINITE ELEMENT ANALYSIS OF COOPERATIVE EFFECTS OF FORMWORK-SUPPORTING SYSTEM AND CONCRETE FLOORS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 115-121.
[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]	Huang Xin, Ning Jian-guo, Xu Sheng, Lan Ming-zhang. A METHOD OF DESIGNING HARDENING AGENT FOR SOFT SOIL ACCORDING TO CHARACTERISTICS OF THE SOIL SAMPLES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 13-18. doi: 10.13204/j.gyjz200607003
[18]	Huang Xin, Ning Jian-guo, Xu Sheng, Lan Ming-zhang. STRUCTURE FORMATION MODEL OF STABILIZED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 1-6. doi: 10.13204/j.gyjz200607001
[19]	Huang Xin, Ning Jian-guo, Xu Sheng, Lan Ming-zhang. OPTIMIZATION DESIGN OF SOFT SOIL STABILIZER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 7-12,18. doi: 10.13204/j.gyjz200607002
[20]	Huang Pengfei, Bao Yiwang, Yao Yan. DAMAGES OF REINFORCED CONCRETE UNDER SYNERGISTIC EFFECTS OF CYCLIC FREEZE-THAW, DEICING-SALT ATTACK, REBAR CORROSION AND BENDING LOAD[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 63-67. doi: 10.13204/j.gyjz200505017