آمار
| تعداد نشریات | 45 |
| تعداد شمارهها | 1,497 |
| تعداد مقالات | 18,255 |
| تعداد مشاهده مقاله | 59,179,611 |
| تعداد دریافت فایل اصل مقاله | 20,628,795 |
Investigation of Dynamic Behavior of Stabilized Loose Sand by Microbially Induced Carbonate Precipitation | ||
| نشریه مهندسی عمران و محیط زیست | ||
| مقاله 4، دوره 55، S1، 1404، صفحه 46-58 اصل مقاله (1.94 M) | ||
| نوع مقاله: مقاله کامل پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22034/jcee.2022.51666.2148 | ||
| نویسندگان | ||
| حمید نیکویه1؛ محمد آزادی* 1؛ مجید قیومی2 | ||
| 1گروه مهندسی عمران ، واحد قزوین ، دانشگاه آزاد اسلامی | ||
| 2گروه مهندسی عمران و محیط زیست، دانشگاه نیوهمشایر، آمریکا / گروه مهندسی عمران ، واحد قزوین ، دانشگاه آزاد اسلامی | ||
| چکیده | ||
| Due to the increasing number of construction projects, various methods, including more environmentally friendly methods, are used to increase the strength and bearing capacity of soil. Bio-cementation method is one of the newest methods that uses bacteria to form calcium carbonate crystals to make high-strength metamorphic products. This process can stabilize soil without breaking the original structure. One of these processes, which are common in nature, is the microbiological deposition of calcium carbonate by enzymatic hydrolysis of urea. Due to the size of soil grains and the size of bacteria used in sediment production, these bacteria will be able to produce sediment in silty, clay and sandy soils that form a wide range of soils. In this research, the effect of microbially induced carbonate precipitation (MICP) on the cyclic properties (liquefaction resistance, secant shear modulus and damping ratio) of loose sand is investigated via performing cyclic triaxial tests. Results revealed that carbonate precipitation could significantly increase the liquefaction resistance of Kuhin sand. So that the required cycles to reach the liquefaction criteria was increased from 6 for unstabilized sand to 97 (at cyclic stress ratio (CSR) of 0.2) for 4 times grouted carbonate precipitated sand. Also, this value was increased to 127 for 6 times grouted carbonate precipitated sand. Moreover, test findings show that CSR has an important effect on liquefaction resistance such that, the number of cycles leading to liquefaction decreased from 127 to 46 with the increase of CSR from 0.2 to 0.3 for 6 times grouted carbonate precipitated sand. Due to the carbonate precipitation, the secant shear modulus of sand increased by up to 67%, and also the damping ratio of sand increased by up to 50%. | ||
| کلیدواژهها | ||
| Cyclic triaxial test؛ Liquefaction؛ Pore water pressure؛ MICP؛ Damping ratio؛ Shear modulus | ||
| مراجع | ||
|
ASTM, “Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) ˮ, ASTM-D2487-17e1, 2017. ASTM, “Standard test methods for the determination of the modulus and damping properties of soils using the cyclic triaxial apparatus”, ASTM-D3999, 2011. ASTM, “Standard Test Method for Particle-Size Analysis of Soilsˮ, ASTM-D422-63e2, 2007. ASTM, “Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Tableˮ, ASTM-D4253-16e1, 2016. ASTM, “Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Densityˮ, ASTM-D4254-16, 2016. ASTM, “Standard test method for load controlled cyclic triaxial strength of the soil”, ASTM-D5311, 2013. ASTM, “Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometerˮ, ASTM-D854-14, 2014. Athukorala R, “Geotechnical characteristics of an erodible soil stabilised by lignosulfonate an analytical perspective”, Ph.D dissertation, University of Wollongong, Wollongong, Australia, 2013. Banerjee A, Patil, UD, Puppala AJ, Hoyos LR, “Evaluation of Liquefaction Resistance in Silty Sand via Suction Controlled Cyclic Triaxial Tests”, In PanAm Unsaturated Soils 2017, 2018, 543-552. https://doi.org/10.1061/9780784481684.055. Chen Q, Indraratna B, Rujikiatkamjorn C, “Behaviour of lignosulfonate-treated soil under cyclic loading”, Proceedings of the Institution of Civil Engineers-Ground Improvement, 2016, 169 (2), 109-119. http://doi.org/10.1680/grim.15.00004. Darby KM, Hernandez GL, DeJong JT, Boulanger RW, Gomez MG, Wilson DW, “Centrifuge model testing of liquefaction mitigation via microbially induced calcite precipitation”, Journal of Geotechnical and Geoenvironmental Engineering, 2019, 145 (10), 04019084-04019084. http://doi.org/10.1061/(ASCE)GT.1943-5606.0002122. DeJong JT, Fritzges MB, Nüsslein K, “Microbially induced cementation to control sand response to undrained shear”, Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132 (11), 1381-1392.http://doi.org/10.1061/(ASCE)1090-0241(2006)132:11(1381). DeJong JT, Mortensen BM, Martinez BC, Nelson DC, “Bio-mediated soil improvement”, Ecological Engineering, 2010, 36 (2), 197-210. https://doi.org/10.1016/j.ecoleng.2008.12.029. Fahoum K, Aggour MS, Amini F, “Dynamic properties of cohesive soils treated with lime”, Journal of Geotechnical Engineering, 1996, 122 (5), 382-389. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:5(382). Feng K, Montoya BM, “Influence of confinement and cementation level on the behavior of microbial-induced calcite precipitated sands under monotonic drained loading”, Journal of Geotechnical and Geoenvironmental Engineering, 2016, 142 (1), 04015057.https://doi.org/10.1061/(ASCE)GT.1943-5606.0001379. Festugato L, Venson GI, Consoli NC, “Parameters controlling cyclic behaviour of cement-treated sand”, Transportation Geotechnics, 2021, 27,100488. https://doi.org/10.1016/j.trgeo.2020.100488. Guo L, Wang J, Cai Y, Liu H, Gao, Y, Sun H, “Undrained deformation behavior of saturated soft clay under long-term cyclic loading”, Soil Dynamics and Earthquake Engineering, 2013, 50, 28-37. https://doi.org/10.1016/j.soildyn.2013.01.029. Han Z, Cheng X, Ma Q, “An experimental study on dynamic response for MICP strengthening liquefiable sands”, Earthquake Engineering and Engineering Vibration, 2016, 15 (4), 673-679. https://doi.org/10.1007/s11803-016-0357-6. Harkes MP, Van Paassen LA, Booster JL, Whiffin VS, Van Loosdrecht MC, “Fixation and distribution of bacterial activity in sand to induce carbonate precipitation for ground reinforcement”, Ecological Engineering, 2010, 36 (2), 112-117. https://doi.org/10.1016/j.ecoleng.2009.01.004. Hoyos LR, Puppala AJ, Chainuwat P, “Dynamic properties of chemically stabilized sulfate rich clay”. Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130 (2), 153-162. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:2(153). Ismail MA, Joer HA, Randolph MF, “Sample preparation technique for artificially cemented soils”, ASTM, Geotechnical Testing Journal, 2000, 171-177. https://doi.org/10.1520/GTJ11041J. Keramatikerman M, Chegenizadeh A, Nikraz H, “Experimental study on effect of fly ash on liquefaction resistance of sand”, Soil Dynamics and Earthquake Engineering, 2017,93, 1-6. https://doi.org/10.1016/j.soildyn.2016.11.012. Kokusho T, “Cyclic triaxial test of dynamic soil properties for wide strain range”, Soils and foundations, 1980, 20 (2), 45-60. https://doi.org/10.3208/sandf1972.20.2_45. Lin H, Suleiman MT, Brown DG, “Investigation of pore-scale CaCO3 distributions and their effects on stiffness and permeability of sands treated by microbially induced carbonate precipitation (MICP)”, Soils and Foundations, 2020, 60 (4), 944-961. https://doi.org/10.1016/j.sandf.2020.07.003. Lin H, Suleiman MT, Brown DG, Kavazanjian JrE, “Mechanical behavior of sands treated by microbially induced carbonate precipitation”, Journal of Geotechnical and Geoenvironmental Engineering, 2016, 142 (2), 04015066. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001383. Noorzad R, Amini PF, “Liquefaction resistance of Babolsar sand reinforced with randomly distributed fibers under cyclic loading”, Soil Dynamics and Earthquake Engineering, 2014, 66, 281-292. https://doi.org/10.1016/j.soildyn.2014.07.011. Ozdogan A, “A study on the triaxial shear behavior and microstructure of biologically treated sand specimens”, PhD thesis, University of Delaware, USA, 2010. Poulos HG, “Marine geotechnics”, Unwin Hyman, Ltd, 1988, 90-149. Simatupang M, Okamura M, Hayashi K, Yasuhara H, “Small-strain shear modulus and liquefaction resistance of sand with carbonate precipitation”, Soil Dynamics and Earthquake Engineering, 2018, 115, 710-718. https://doi.org/10.1016/j.soildyn.2018.09.027 Ta'negonbadi B, Noorzad R, “Physical and geotechnical long-term properties of lignosulfonate-stabilized clay: An experimental investigation”, Transportation Geotechnics, 2018, 17, 41-50. https://doi.org/10.1016/j.trgeo.2018.09.001. Van Paassen LA, Daza CM, Staal M, Sorokin DY, Van der Zon W, Van Loosdrecht MC, “Potential soil reinforcement by biological denitrification”, Ecological Engineering, 2010, 36 (2), 168-75. https://doi.org/10.1016/j.ecoleng.2009.03.026. Van Paassen LA, “Biogrout, ground improvement by microbial induced carbonate precipitation”, PhD thesis, TU Delft, Delft University of Technology, Netherlands, 2009. Wang M, Kong L, Zhao C, Zang M, “Dynamic characteristics of lime-treated expansive soil under cyclic loading”, Journal of Rock Mechanics and Geotechnical Engineering, 2012, 4 (4), 352-359. https://doi.org/10.3724/SP.J.1235.2012.00352. Whiffin VS, “Microbial CaCO3 precipitation for the production of biocement”, Doctoral Dissertation, Murdoch University, Australia, 2004. Whiffin VS, Van Paassen, LA, Harkes MP, “Microbial carbonate precipitation as a soil improvement technique”, Geomicrobiology Journal, 2007, 24 (5), 417-423. https://doi.org/10.1080/01490450701436505. Zhang X, Chen Y, Liu H, Zhang Z, Ding X, “Performance evaluation of a MICP-treated calcareous sandy foundation using shake table tests”, Soil Dynamics and Earthquake Engineering, 2020, 129, 105959. https://doi.org/10.1007/s11709-022-0865-6. | ||
|
آمار تعداد مشاهده مقاله: 1,151 تعداد دریافت فایل اصل مقاله: 184 |
||