Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 50 Issue 12
Mar.  2021
Turn off MathJax
Article Contents
WANG Yi, TONG Huawei, QIU Rongkang, YUAN Jie. RESEARCH ON MECHANICAL PROPERTIES OF RUBBER-PARTICLE-IMPROVED SOIL CEMENTED BY MICP[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 8-14,7. doi: 10.13204/j.gyjzG20062207
Citation: WANG Yi, TONG Huawei, QIU Rongkang, YUAN Jie. RESEARCH ON MECHANICAL PROPERTIES OF RUBBER-PARTICLE-IMPROVED SOIL CEMENTED BY MICP[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 8-14,7. doi: 10.13204/j.gyjzG20062207

RESEARCH ON MECHANICAL PROPERTIES OF RUBBER-PARTICLE-IMPROVED SOIL CEMENTED BY MICP

doi: 10.13204/j.gyjzG20062207
  • Received Date: 2020-06-22
    Available Online: 2021-03-31
  • Microbial-induced calcite precipitation (MICP) can effectively improve the strength of sand, while rubber-particle sand compacted with sandy soil is of low densities, strong elastic deformation capacity, high energy dissipation capacity and low elastic modulus than that of pure sand. Therefore, a method of improving soil combined with rubber particles and the MICP tachnique was proposed. The influence of rubber-particle contents on microbial induced calcium carbonate precipitation was analyzed. Based on the resonant-column test, the effects of rubber contents and confining pressure on dynamic shear modulus and equivalent damping ratios of the mixed soil were compared. The unconfined compressive strength of the mixed soil could be improved when the contents of rubber particles were in a cartain range (about 3%). The confining pressure and the contents of rubber particles were the main factors affecting the dynamic moduli and damping ratios of the soil. The higher the confining pressure, the greater the dynamic modulus and the slower the attenuation of damping ratios, and the smaller the damping ratios; under the constant confining pressure, the higher the rubber contents, the slower the attenuation of the dynamic modulus, and the larger the damping ratios.
  • loading
  • BROWN R E. Vibro Flotation Compaction of Cohesionless Soils[J]. J Geotech Eng Div,1977, 103(12):1437-1451.
    STUEDLEIN A W, GIANELLA T N, CANIVAN G. Densification of Granular Soils Using Conventional and Drained Timber Displacement Piles[J]. J Geotech Geoenviron Eng,2016, 142(12):04016075.
    GIANELLA T N, STUEDLEIN A W. Performance of Driven Displacement Pile-Improved Ground in Controlled Blasting Field Tests[J]. J Geotech Geoenviron Eng, 2017,143(9):04017047.
    BOULANGER R W, HAYDEN R F. Aspects of Compaction Grouting of Liquefiable Soil[J]. J Geotech Eng, 1995,121(12):844-855.
    XIAO Y, LIU H, CHEN Q, et al. Evolution of Particle Breakage and Volumetric Deformation of Binary Granular Soils Under Impact Load[J]. Granul Matter, 2017. doi: 10.1007/s10035-017-0756-z.
    WANG Y H, LEUNG S C. Characterization of Cemented Sand by Experimental and Numerical Investigations[J]. J Geotech Geo-Environ Eng, 2008, 134(7):992-1004.
    XIAO Y, STUEDLEIN A M, Chen Q, et al. Stress-Strain-Strength Response and Ductility of Gravels Improved by Polyurethane Foam Adhesive[J]. J Geotech Geoenviron Eng, 2018,144(1):04017108.
    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.
    MARTINEZ B C, DEJONG J T, GINN J, et al. Experimental Optimization of Microbial-Induced Carbonate Precipitation for Soil Improvement[J]. Journal of Geotechnical & Geo-Environmental Engineering, 2013,139(4):587-598.
    QABANY A A, SOGA K, SANTAMARINA C. Factors Affecting Efficiency of Microbially Induced Calcite Precipitation[J].Journal of Geotechnical & Geo-Environmental Engineering,2012, 138(8):992-1001.
    李明东,Lin L,张振东,等.微生物矿化碳酸钙改良土体的进展、展望与工程应用技术设计[J].土木工程学报,2016,49(10):80-87.
    DEJONG J T, MORTENSEN B M, MARTINEZ B C, et al.Bio-Mediated Soil Improvement[J]. Ecological Engineering,2010, 36(2):197-210.
    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.
    HAN Z, CHENG X, QIANG M. An Experimental Study on Dynamic Response for MICP Strengthening Liquefiable Sands[J]. Earthq Eng Eng Vib, 2016,15(4):673-679.
    BURBANK M, WEAVER T, LEWIS R, et al. Geotechnical Tests of Sands Following Bioinduced Calcite Precipitation Catalyzed by Indigenous Bacteria[J]. J Geotech Geoenviron Eng, 2011,139(6):928-936.
    FENG K, MONTOYA B M. Quantifying Level of Microbial-Induced Cementation for Cyclically Loaded Sand[J]. J Geotech Geoenviron Eng, 2017:06017005.
    刘汉龙,肖鹏,肖杨,等.MICP胶结钙质砂动力特性试验研究[J].岩土工程学报,2018,40(1):38-45.
    李博,黄茂松.掺有橡胶粉末砂土液化特性的动三轴试验研究[J].岩土力学,2017,38(5):1343-1349.
    American Society of Testing Materials (ASTM). Standard Practice for Use of Scrap Tires in Civil Engineering Applications:D6270-08[S]. West Conshohocken, USA:ASTM, 2012.
    JIANG N J, SOGA K. The Applicability of Microbially Induced Calcite Precipitation (MICP) for Internal Erosion Control in Gravel-Sand Mixtures[J]. Géotechnique, 2016, 67(1):42-55.
    RONG H, QIAN C X. Cementation of Loose Sand Particles Based on Bio-Cement[J]. Journal of Wuhan University of Technology (Materials Science Edition), 2014,29(6):1208-1212.
    KONDNER L. Hyperbolic Stress-Strain Response of Cohesive Soil[J]. Journal of the Soil Mechanic and Foundations Division, ASCE, 1963, 89(1):115-143.
    ISMAIL M A, JOER H A, SIM W H. Effect of Cement Type on Shear Behavior of Cemented Calcareous Soil[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(6):520-529.
    HARDIN B O, EVICH V P.Shear Modulus and Damping in Soils:Design Equations and Curves[J].Journal of Soil Mechanics & Foundations Div,1972,98(7):667-692.
    王晋宝,刘校麟,童焯煜,等.基于共振柱的海砂动剪切模量和阻尼比探究[J].广西大学学报(自然科学版),2019,44(4):1044-1051.
    黄志全,李磊,贾景超,等.非饱和黄土动剪切模量和阻尼比共振柱试验研究[J].人民长江,2015,46(5):69-72.
  • 加载中

Catalog

    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

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (148) PDF downloads(7) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return