Unconfined compressive strength of bio-cemented sand: state-of-the-art review and MEP-MC-based model development

Alavi, 2012, Energy-based numerical models for assessment of soil liquefaction, Geosci. Frontiers, 3, 541, 10.1016/j.gsf.2011.12.008 Al Qabany, 2013, Effect of chemical treatment used in MICP on engineering properties of cemented soils, Geotechnique, 63, 331, 10.1680/geot.SIP13.P.022 Al-Salloum, 2017, Effect of some biotic factors on microbially-induced calcite precipitation in cement mortar, Saudi J. Biol. Sci., 24, 286, 10.1016/j.sjbs.2016.01.016 Amarakoon, 2016, Factors affecting the improvement of sand properties treated with microbially-induced calcite precipitation, 72 Baykasoğlu, 2008, Prediction of compressive and tensile strength of limestone via genetic programming, Expert Syst. Appl., 35, 111, 10.1016/j.eswa.2007.06.006 Chang, 2011, Micromechanical modeling for behavior of silty sand with influence of fine content, Int. J. Solid Struct., 48, 2655, 10.1016/j.ijsolstr.2011.05.014 Chen, 2020, Performance of geosynthetic- reinforced pile-supported embankment on soft marine deposit, P. I. Civil Eng.- Geotech. Eng. Chen, 2019, Microstructure and hydraulic properties of coarse-grained subgrade soil used in high-speed railway at various compaction degrees, J. Mater. Civ. Eng., 31, 10.1061/(ASCE)MT.1943-5533.0002972 Chen, 2019, Prediction of maximum surface settlement caused by EPB shield tunneling with ANN methods, Soils Found., 59, 284, 10.1016/j.sandf.2018.11.005 Chen, 2019, Exploring the effects of nanoscale zero-valent iron (nZVI) on the mechanical properties of lead-contaminated clay, Can. Geotech. J., 56, 1395, 10.1139/cgj-2018-0387 Cheng, 2013, Cementation of sand soil by microbially induced calcite precipitation at various degrees of saturation, Can. Geotech. J., 50, 81, 10.1139/cgj-2012-0023 Cheng, 2014, Bio-cementation of sandy soil using microbially induced carbonate precipitation for marine environments, Geotechnique, 64, 1010, 10.1680/geot.14.T.025 Cheng, 2014, Soil stabilisation by microbial-induced calcite precipitation (micp): investigation into some physical and environmental aspects, 1105 Cheng, 2017, Influence of key environmental conditions on microbially induced cementation for soil stabilization, J. Geotech. Geoenviron. Eng., 143, 10.1061/(ASCE)GT.1943-5606.0001586 Choi, 2016, Properties of biocemented, fiber reinforced sand, Construct. Build. Mater., 120, 623, 10.1016/j.conbuildmat.2016.05.124 Chu, 2012, Microbially induced calcium carbonate precipitation on surface or in the bulk of soil, Geomicrobiol. J., 29, 544, 10.1080/01490451.2011.592929 Chu, 2014, Optimization of calcium-based bioclogging and biocementation of sand, Acta Geotech, 9, 277, 10.1007/s11440-013-0278-8 Cui, 2016, Experimental study of effect of particle size on strength of bio-cemented sand, Rock Soil Mech., 37, 397 DeJong, 2006, Microbially induced cementation to control sand response to undrained shear, J. Geotech. Geoenviron. Eng., 132, 1381, 10.1061/(ASCE)1090-0241(2006)132:11(1381) DeJong, 2010, Bio-mediated soil improvement, Ecol. Eng., 36, 197, 10.1016/j.ecoleng.2008.12.029 DeJong, 2013, Biogeochemical processes and geotechnical applications: progress, opportunities and challenges, Geotechnique, 63, 287, 10.1680/geot.SIP13.P.017 Ferris, 2004, Kinetics of calcite precipitation induced by ureolytic bacteria at 10 to 20 °C in artificial groundwater, Geochem. Cosmochim. Acta, 68, 1701, 10.1016/S0016-7037(03)00503-9 Gomez, 2017, Large-scale comparison of bioaugmentation and biostimulation approaches for biocementation of sands, J. Geotech. Geoenviron. Eng., 143, 10.1061/(ASCE)GT.1943-5606.0001640 Ivanov, 2008, Applications of microorganisms to geotechnical engineering for bioclogging and biocementation of soil in situ, Rev. Environ. Sci. Biotechnol., 7, 139, 10.1007/s11157-007-9126-3 Jiang, 2014, Influence of soil conditioning on ground deformation during longitudinal tunneling, Compt. Rendus Mec., 342, 189, 10.1016/j.crme.2014.02.002 Jiang, 2020, Bio‐mediated soil improvement: the way forward, Soil Use Manag., 36, 185, 10.1111/sum.12571 Jin, 2020, An intelligent multi-objective EPR technique with multi-step model selection for correlations of soil properties, Acta Geotech, 15, 2053, 10.1007/s11440-020-00929-5 Jin, 2018, Numerical modeling of pile penetration in silica sands considering the effect of grain breakage, Finite Elem. Anal. Des., 144, 15, 10.1016/j.finel.2018.02.003 Jin, 2019, A single-objective EPR based model for creep index of soft clays considering L2 regularization, Eng. Geol., 248, 242, 10.1016/j.enggeo.2018.12.006 Keykha, 2017, Environmental factors affecting the compressive strength of microbiologically induced calcite precipitation-treated soil, Geomicrobiol. J., 34, 889, 10.1080/01490451.2017.1291772 Li, 2018, An improved rotating soak method for MICP-treated fine sand in specimen preparation, Geotech. Test J., 41, 805, 10.1520/GTJ20170109 Lin, 2020, Approach based on TOPSIS and Monte Carlo simulation methods to evaluate lake eutrophication levels, Water Res., 187, 116437, 10.1016/j.watres.2020.116437 Liu, 2020, Bio-remediation of desiccation cracking in clayey soils through microbially induced calcite precipitation (MICP), Eng. Geol., 264, 105389, 10.1016/j.enggeo.2019.105389 Mahawish, 2018, Effect of particle size distribution on the bio-cementation of coarse aggregates, Acta Geotech, 13, 1019, 10.1007/s11440-017-0604-7 Mahawish, 2019, Unconfined compressive strength and visualization of the microstructure of coarse sand subjected to different biocementation levels, J. Geotech. Geoenviron. Eng., 145, 10.1061/(ASCE)GT.1943-5606.0002066 Mitchell, 2005, Biological considerations in geotechnical engineering, J. Geotech. Geoenviron. Eng., 131, 1222, 10.1061/(ASCE)1090-0241(2005)131:10(1222) Montoya, 2013, Dynamic response of liquefiable sand improved by microbial-induced calcite precipitation, Geotechnique, 63, 302, 10.1680/geot.SIP13.P.019 Mujah, 2017, State-of-the-art review of biocementation by microbially induced calcite precipitation (MICP) for soil stabilization, Geomicrobiol. J., 34, 524, 10.1080/01490451.2016.1225866 Mujah, 2019, Microstructural and geomechanical study on biocemented sand for optimization of MICP process, J. Mater. Civ. Eng., 31, 10.1061/(ASCE)MT.1943-5533.0002660 Nafisi, 2020, Tensile strength of sands treated with microbially induced carbonate precipitation, Can. Geotech. J., 57, 1611, 10.1139/cgj-2019-0230 Oltean Oltean, 2002, Multi expression programming Oltean, 2003, A comparison of several linear genetic programming techniques, Complex Syst., 14, 285 Peng, 2019, Influence of temperature on microbially induced calcium carbonate precipitation for soil treatment, PloS One, 14, 10.1371/journal.pone.0218396 Qi, 2020, Influence of grain size distribution of inclusions on the mechanical behaviours of track-bed materials, Geotechnique, 70, 238, 10.1680/jgeot.18.P.047 Rowshanbakht, 2016, Effect of injected bacterial suspension volume and relative density on carbonate precipitation resulting from microbial treatment, Ecol. Eng., 89, 49, 10.1016/j.ecoleng.2016.01.010 Shahnazari, 2010, Numerical modeling of stress–strain be- havior of sand under cyclic loading, Eng. Geol., 116, 53, 10.1016/j.enggeo.2010.07.007 Sharma, 2016, Study on effect of microbial induced calcite precipitates on strength of fine grained soils, Perspect. Sci., 8, 198, 10.1016/j.pisc.2016.03.017 Shen, 2008, Deep mixing induced property changes in surrounding sensitive marine clays, J. Geotech. Geoenviron. Eng., 134, 845, 10.1061/(ASCE)1090-0241(2008)134:6(845) Shen, 2017, Estimation of lateral displacement induced by jet grouting in clayey soils, Geotechnique, 67, 621, 10.1680/jgeot.16.P.159 Shen, 2021, Dynamic prediction of jet grouted column diameter in soft soil using Bi-LSTM deep learning, Acta Geotech, 16, 303, 10.1007/s11440-020-01005-8 Soon, 2014, Factors affecting improvement in engineering properties of residual soil through microbial-induced calcite precipitation, J. Geotech. Geoenviron. Eng., 140, 10.1061/(ASCE)GT.1943-5606.0001089 Tang, 2020, Factors affecting the performance of microbial-induced carbonate precipitation (MICP) treated soil: a review, Environ. Earth Sci., 79, 1, 10.1007/s12665-020-8840-9 van Paassen, 2010, Quantifying biomediated ground improvement by ureolysis: large-scale biogrout experiment, J. Geotech. Geoenviron. Eng., 136, 1721, 10.1061/(ASCE)GT.1943-5606.0000382 Wang, 2019, Estimating static and dynamic stresses in geosynthetic- reinforced pile-supported track-bed under train moving loads, J. Geotech. Geoenviron. Eng., 145, 10.1061/(ASCE)GT.1943-5606.0002056 Wang, 2019, Full-scale model study on variations of soil stress in the geosynthetic-reinforced pile-supported track-bed with water level change and cyclic loading, Can. Geotech. J., 56, 60, 10.1139/cgj-2017-0689 Wang, 2019, Investigation on geogrid reinforcement and pile efficacy in geosynthetic-reinforced pile-supported track-bed, Geotext. Geomembranes, 47, 755, 10.1016/j.geotexmem.2019.103489 Wang, 2020, High performance prediction of soil compaction parameters using multi expression programming, Eng. Geol., 276, 105758, 10.1016/j.enggeo.2020.105758 Wang, 2020, Straightforward prediction for air-entry value of compacted soils using machine learning algorithms, Eng. Geol., 279, 105911, 10.1016/j.enggeo.2020.105911 Wang, 2014, A simple rheological element based creep model for frozen soils, Cold Reg. Sci. Technol., 106, 47, 10.1016/j.coldregions.2014.06.007 Wang, 2020 Wang, 2017, Review of ground improvement using microbial induced carbonate precipitation (MICP), Mar. Georesour. Geotechnol., 35, 1135, 10.1080/1064119X.2017.1297877 Wen, 2019, Development of an improved immersing method to enhance microbial induced calcite precipitation treated sandy soil through multiple treatments in low cementation media concentration, Geotech. Geol. Eng., 37, 1015, 10.1007/s10706-018-0669-6 Whiffin, 2007, Microbial carbonate precipitation as a soil improvement technique, Geomicrobiol. J., 24, 417, 10.1080/01490450701436505 Xiao, 2019, Unconfined compressive and splitting tensile strength of basalt fiber–reinforced biocemented sand, J. Geotech. Geoenviron. Eng., 145, 10.1061/(ASCE)GT.1943-5606.0002108 Xiao, 2019, Effect of particle shape on strength and stiffness of biocemented glass beads, J. Geotech. Geoenviron. Eng., 145, 10.1061/(ASCE)GT.1943-5606.0002165 Xiao, 2020, Restraint of particle breakage by biotreatment method, J. Geotech. Geoenviron. Eng., 146, 10.1061/(ASCE)GT.1943-5606.0002384 Xiao, 2020, Toe-bearing capacity of precast concrete piles through biogrouting improvement, J. Geotech. Geoenviron. Eng., 146, 10.1061/(ASCE)GT.1943-5606.0002404 Yin, 2009, Influence of grouting pressure and overburden stress on the interface resistance of a soil nail, J. Geotech. Geoenviron. Eng., 135, 1198, 10.1061/(ASCE)GT.1943-5606.0000045 Yin, 2012, A one-dimensional strain-rate based model for soft structured clays, Sci. China Technol. Sci., 55, 90, 10.1007/s11431-011-4513-y Yuan, 2016, Automatic pressure-control equipment for horizontal jet-grouting, Autom. ConStruct., 69, 11, 10.1016/j.autcon.2016.05.025 Zhang, 2020, A novel hybrid surrogate intelligent model for creep index prediction based on particle swarm optimization and random forest, Eng. Geol., 265, 105328, 10.1016/j.enggeo.2019.105328 Zhang, 2021, Application of LSTM approach for modelling stress–strain behaviour of soil, Appl. Soft Comput., 100, 106959, 10.1016/j.asoc.2020.106959 Zhang, 2021, State-of-the-art review of machine learning applications in constitutive modeling of soils, Arch. Comput. Methods Eng. Zhao, 2014, Factors affecting improvement of engineering properties of MICP-treated soil catalyzed by bacteria and urease, J. Mater. Civ. Eng., 26, 10.1061/(ASCE)MT.1943-5533.0001013 Zhao, 2020, Enhancing strength of MICP-treated sand with scrap of activated carbon-fiber felt, J. Mater. Civ. Eng., 32, 10.1061/(ASCE)MT.1943-5533.0003136 Zhu, 2016, Nonlinearity of one-dimensional creep characteristics of soft clays, Acta Geotech, 11, 887, 10.1007/s11440-015-0411-y