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 |
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.
|