[1]赵寄橦,童华炜,邱荣康,等.不同活性炭含量下MICP加固钙质砂的物理力学特性研究[J].西安建筑科技大学学报(自然科学版),2022,54(06):923-929939.[doi:10.15986/j.1006-7930.2022.06.016 ]
 ZHAO Jitong,TONG Huawei,QIU Rongkang,et al.Study on the physical and mechanical properties of MICP reinforced calcareous sand with different activated carbon content[J].J. Xi'an Univ. of Arch. & Tech.(Natural Science Edition),2022,54(06):923-929939.[doi:10.15986/j.1006-7930.2022.06.016 ]
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不同活性炭含量下MICP加固钙质砂的物理力学特性研究()
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西安建筑科技大学学报(自然科学版)[ISSN:1006-7930/CN:61-1295/TU]

卷:
54
期数:
2022年06期
页码:
923-929939
栏目:
西部“一带一路”沿线城镇绿色更新发展
出版日期:
2022-12-28

文章信息/Info

Title:
Study on the physical and mechanical properties of MICP reinforced calcareous sand with different activated carbon content
文章编号:
1006-7930(2022)06-0923-07
作者:
赵寄橦童华炜邱荣康刘家明袁 杰张子良
(广州大学 土木工程学院,广东 广州 510006)
Author(s):
ZHAO Jitong TONG Huawei QIU Rongkang LIU Jiaming YUAN Jie ZHANG Ziliang
(School of Civil Engineering, Guangzhou University, Guangzhou 510006, China)
关键词:
钙质砂加固 活性炭 吸附性 细菌滞留率
Keywords:
cementing calcareous sand activated carbon adsorption bacterial retention rate
分类号:
TU472
DOI:
10.15986/j.1006-7930.2022.06.016
文献标志码:
A
摘要:
MICP是利用微生物诱导CaCO3沉淀的一项新型环保的地基处理技术,可以改善砂土的力学特性.目前,对MICP过程中细菌保留能力的相关研究相对较少,活性炭是一种具有吸附性的多孔结构物,利用活性炭的吸附性,可以增加细菌在试样中的滞留能力.基于活性炭的吸附作用,利用无侧限抗压强度试验、渗透试验及SEM电镜扫描研究了活性炭含量对MICP加固钙质砂的力学性能的影响.试验结果表明,在钙质砂中加入活性炭能够提高微生物诱导CaCO3沉淀的产量,对其无侧限抗压强度和渗透特性均有所改善,最佳活性炭掺量为0.75%,这也说明了在钙质砂中加入活性炭能够解决MICP加固过程中细菌滞留不足的问题,为后续提高细菌滞留率的研究提供了可靠的试验依据.
Abstract:
MICP is a new environmental protection foundation treatment technology which can improve the mechanical properties of sand soil by using microorganism to induce CaCO3 precipitation. At present, there are relatively few studies on the retention ability of bacteria in the MICP process. Activated carbon is a substance with a porous structure with adsorption, and the adsorption of activated carbon can increase the retention ability of bacteria in the sample. Based on the adsorption of activated carbon, the influence of activated carbon content on the mechanical properties of calcareous sand strengthened by MICP was studied by unconfined compressive strength test, permeability test and SEM scanning electron microscope. The test results show that adding activated carbon into calcareous sand can improve the output of microbial induced CaCO3 precipitation, the unconfined compressive strength and penetration characteristics are improved, the best activated carbon content is 0.75%, which shows in the calcareous sand adding activated carbon can solve the problem of insufficient in the reinforcement process where bacteria retention, retention rates for subsequent increase bacteria research provides a reliable experimental basis.

参考文献/References:

[1]WHIFFIN V S. Microbial CaCO3 precipitation for the production of biocement[D]. Perth: Murdoch University, 2004.
[2]DEJONG J T,SOGA K, BANWART S A, et al. Soil engineering in vivo: Harnessing natural biogeochemical systems for sustainable, multi-function engineering solution[J].Journal of The Royal Society Interface,2011,8(54):1-15.
[3]李沛豪,屈文俊.细菌诱导矿化保护历史建筑遗产的机理及效果[J].硅酸盐学报,2009,37(4):497-505.
LI Peihao, QU Wenjun. Mechanism and effect of bacteria-induced mineralization in the protection of historical architectural heritage[J]. Acta Silicate,2009, 37(4): 497-505.
[4]程晓辉,麻强,杨钻,等.微生物灌浆加固液化砂土地基的动力反应研究[J].岩土工程学报,2013,35(8):1486-1495.
CHENG Xiaohui, MA Qiang, YANG Zhuan, et al. Study on dynamic response of reinforcement of liquefied sandy soil with microbe grouting[J]. Journal of Geotechnical Engineering,2013,35(8):1486-1495.
[5]钱春香,李瑞阳,潘庆峰,等.混凝土裂缝的微生物自修复效果[J].东南大学学报(自然科学版),2013,43(2): 360-364.
QIAN Chunxiang, LI Ruiyang, PAN Qingfeng, et al. Microbial self-repairing effect of concrete cracks[J]. Journal of Southeast University(Natural Science Edition), 2013,43(2):360-364.
[6]钱春香,任立夫,罗勉.基于微生物诱导矿化的混凝土表面缺陷及裂缝修复技术研究进展[J].硅酸盐学报,2015,43(5):619-631.
QIAN Chunxiang, REN Lifu, LUO Mian. Research progress on surface defects and fracture repair of concrete based on microbial-induced mineralization[J].Acta Silicate, 2015,43(5):619-631.
[7]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.
SHEN Daojian, WANG Zhaoyu, MEI Ling, et al. Research progress of microbial-induced calcium carbonate foundation reinforcement technology[J]. Journal of Jiangsu University of Science and Technology(Natural Science Edition), 2017,31(3):390-398.
[8]VICTORIA S Whiffin, LEON A, VAN Paassen, et al. Microbial carbonate precipitation as a soil improvement technique[J]. Geomicrobiology Journal,2007,24(5): 417-423.
[9]DEJONG J T,FRITZGES M B,NUSSLEIN K. Microbially induced cementation to control sand response to undrained shear[J]. Journal of Geotechnical & Geoenvironmental Engineering,2006,132(11):1381-1392.
[10]DEJONG J T,SOGA K,KAVAZANJIAN E,et al. Biogeochemical processes and geotechnical applications: Progress,opportunities and challenges[J]. Geotechnique,2013,63(4): 287-301.
[11]ZHAO Q, LI L, LI C. Factors affecting improvement of engineering properties of MICP-treated soil catalyzed by bacteria and urease[J]. Journal of Materials in Civil Engineering,2014,26(12):4014094.
[12]崔明娟,郑俊杰,赖汉江.菌液注射方式对微生物固化砂土动力特性影响试验研究[J].岩土力学,2017,38(11): 3173-3178.
CUI Mingjuan, ZHENG Junjie, LAI Hanjiang. Experimental study on the influence of liquid injection on the dynamic characteristics of solidified sand soil by microorganisms[J]. Rock and Soil Mechanics,2017,38(11): 3173-3178.
[13]王绪民,郭伟,余飞,等.营养盐浓度对胶结砂试样物理力学特性试验研究[J].岩土力学,2016,37(S2):363-368,374.
WANG Xumin, GUO Wei, YU Fei, et al. Experimental study on the physical and mechanical properties of cemented sand samples by nutrient concentration[J]. Rock and Soil Mechanics,2016,37(S2): 363-368,374.
[14]KARIM Rowshanbakht, MASHAALLAH Khamehchiyan, REZA H. Sajedi, et al. Effect of injected bacterial suspension volume and relative density on carbonate precipitation resulting from microbial treatment[J]. Ecological Engineering,2016,89:49-55.
[15]HARKES M P, VAN Paassen L A, BOOSTER J L, et al. Fixation and distribution of bacterial activity in sand to induce carbonate precipitation for ground reinforcement[J]. Ecological Engineering, 2010,36(2):112-117.
[16]QABANY A A, SOGA K, Santamarina C. Factors affecting efficiency of microbially induced calcite precipitation[J]. Journal of Geotechnical & Geoenvironmental Engineering, 2012, 138(8):992-1001.
[17]HALE S E, JENSEN J, JAKOB L, et al. Short-term effect of the soil amendments activated carbon, biochar, and ferric oxyhydroxide on bacteria and invertebrates[J]. Environmentalence & Technology, 2013, 47(15): 8674-8683.
[18]DUAN Jinming, WILSON Francis, NIGEL Graham, et al. Adsorption of humic acid by powdered activated carbon in saline water conditions[J]. Desalination, 2003, 151(1):53-66.
[19]巴能军,周志伟,董俊,等.助滤和再生粉末活性炭吸附技术用于工业废水深度处理[J].给水排水,2017,53(2): 71-74.
BA Nengjun, ZHOU Zhiwei, DONG Jun, et al. Application of assisted filtration and recycled powder activated carbon adsorption technology in the in-depth treatment of industrial wastewater[J]. Water Supply and Drainage, 2017,53(2):71-74.
[20]赵振业,章诗芳,孙伟,等.粉末活性炭吸附性能对比研究[J].水处理技术,2005(8):18-20.
ZHAO ZhenYe, ZHANG Shifang, SUN Wei, et al. Comparative study on adsorption properties of powdered activated carbon[J]. Water Treatment Technology,2005(8): 18-20.
[21]彭劼,冯清鹏,孙益成.温度对微生物诱导碳酸钙沉积加固砂土的影响研究[J].岩土工程学报,2018,40(6): 1048-1055.
PENG Jie, FENG Qingpeng, SUN Yicheng. Effect of temperature on microbial induced calcium carbonate deposition in sand reinforcement[J]. Journal of Geotechnical Engineering, 2012,40(6):1048-1055.
[22]方祥位,申春妮,楚剑,等.微生物沉积碳酸钙固化珊瑚砂的试验研究[J].岩土力学,2015,36(10):2773-2779.
FANG Xiangwei, SHEN Chunni, CHU Jian, et al. Experimental study on microbial deposition of calcium carbonate solidified coral sand[J]. Rock and Soil Mechanics, 2015,36(10):2773-2779.
[23]郑俊杰,吴超传,宋杨,等.MICP胶结钙质砂的强度试验及强度离散性研究[J].哈尔滨工程大学学报,2020(2):1-7.
ZHENG Junjie, WU Chuanchao, Song Yang, et al. Strength test and strength dispersion study of MICP cemented calcareous sand [J]. Journal of Harbin Engineering University,2020(2):1-7.

备注/Memo

备注/Memo:
收稿日期:2020-06-16修改稿日期:2022-11-05
基金项目:国家青年科学基金资助项目(51908151)
第一作者:赵寄橦(1996—),男,博士生,主要从事微生物固化方面的研究.E-mail:1112116001@e.gzhu.edu.cn
通信作者:袁 杰(1986—),男,博士,副教授,主要从事软土蠕变特性以及微生物固化方面的研究.E-mail:yuanj@gzhu.edu.cn
更新日期/Last Update: 2022-12-28