References
- Tavakoli HR, Kutanaei SS. Evaluation of effect of soil characteristics on the seismic amplification factor using the neural network and reliability concept. Arab. J. Geosci. doi:10.1007/s12517-014-1458-z.
- Sarokolayi LK, Beitollahi A, Abdollahzadeh G, Amreie ST, Kutanaei SS. Modeling of ground motion rotational components for near-fault and far-fault earthquake according to soil type. Arab. J. Geosci. doi:10.1007/s12517-014-1409-8.
- Rezaei S, Choobbasti AJ, Kutanaei SS. Site effect assessment using microtremor measurement, equivalent linear method, and artificial neural network (case study: Babol, Iran). Arab. J. Geosci. doi:10.1007/s12517-013-1201-1.
- Janalizadeh A, Kutanaei SS, Ghasemi E. CVFEM modeling of free convection inside an inclined porous enclosure with a sinusoidal hot wall. Sci. Iran. A. 2013;20:1401–1414.
- Tavakoli HR, Omran OL, Shiade MF, Kutanaei SS. Prediction of combined effects of fibers and nanosilica on the mechanical properties of self-compacting concrete using artificial neural network. Lat. Am. J. Solids Struct. 2014;11:1906–1923.10.1590/S1679-78252014001100002
- Tavakoli HR, Omran OL, Kutanaei SS, Shiade MF. Prediction of energy absorption capability in fiber reinforced self-compacting concrete containing nano-silica particles using artificial neural network. Lat. Am. J. Solids Struct. 2014;11:966–979.10.1590/S1679-78252014000600004
- Babu GLS, Chouksey SK. Stress–strain response of plastic waste mixed soil. Waste Manage. 2011;31:481–488.10.1016/j.wasman.2010.09.018
- Kumar A, Walia BS, Mohan J. Compressive strength of fiber reinforced highly compressible clay. Constr. Build. Mater. 2006;20:1063–1068.10.1016/j.conbuildmat.2005.02.027
- Kaniraj SR, Havanagi VG. Behavior of cement-stabilized fiber-reinforced fly ash-soil mixtures. J. Geotech. Eng. Div. 2001;127:574–584.10.1061/(ASCE)1090-0241(2001)127:7(574)
- Consoli NC, Festugato L, Heineck KS. Strain-hardening behaviour of fibre-reinforced sand in view of filament geometry. Geosynth. Int. 2009;16:109–115.10.1680/gein.2009.16.2.109
- Yilmaz Y. Experimental investigation of the strength properties of sand–clay mixtures reinforced with randomly distributed discrete polypropylene fibers. Geosynth. Int. 2009;16:354–363.10.1680/gein.2009.16.5.354
- Liu J, Wang G, Kamai T, Zhang F, Yang J, Shi B. Static liquefaction behavior of saturated fiber-reinforced sand in undrained ring shear tests. Can. Geotech. J. 2011;29:462–471.
- Gao Z, Zhao J. Evaluation on failure of fiber-reinforced sand. J. Geotech. Geoenviron. 2013;139:95–106.10.1061/(ASCE)GT.1943-5606.0000737
- Shao W, Cetin B, Li Y, Li J, Li L. Experimental investigation of mechanical properties of sands reinforced with discrete randomly distributed fiber. Geotech. Geol. Eng. 2014;32:901–910.10.1007/s10706-014-9766-3
- Consoli NC, Montardo JP, Donato M, Prietto PDM. Effect of material properties on the behaviour of sand–cement–fibre composites. Ground Improv. 2004;8:77–90.
- Consoli NC, Vendruscolo MA, Fonini A, Dalla Rosa F. Fiber reinforcement effects on sand considering a wide cementation range. Geotext. Geomembr. 2009;27:196–203.10.1016/j.geotexmem.2008.11.005
- Consoli NC, Bassani MAA, Festugato L. Effect of fiber-reinforcement on the strength of cemented soils. Geotext. Geomembr. 2010;28:344–351.10.1016/j.geotexmem.2010.01.005
- Consoli NC, Vendruscolo MA, Prietto PDM. Behavior of plate load tests on soil layers improved with cement and fiber. J. Geotech. Eng. Div. 2003;129:96–101.10.1061/(ASCE)1090-0241(2003)129:1(96)
- Onishi K, Tsukamoto Y, Saito R, Chiyoda T. Strength and small-strain modulus of lightweight geomaterials: cement-stabilised sand mixed with compressible expanded polystyrene beads. Geosynth. Int. 2010;17:380–388.10.1680/gein.2010.17.6.380
- Maher MH, Ho YC. Behavior of fiber-reinforced cemented sand under static and cyclic loads. Geotech. Test. J. 1993;16:330–338.
- Tang C, Shi B, Gao W, Chen F, Cai Y. Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil. Geotext. Geomembr. 2007;25:194–202.10.1016/j.geotexmem.2006.11.002
- Dos Santos APS, Consoli NC, Heineck KS, Coop MR. High-pressure isotropic compression tests on fiber-reinforced cemented sand. J. Geotech. Eng. Div. 2010;136:885–890.10.1061/(ASCE)GT.1943-5606.0000300
- Consoli NC, Zortéa F, de Souza M, Festugato L. Studies on the dosage of fiber-reinforced cemented soils. J. Mater. Civ. Eng. 2011;23:1624–1632.10.1061/(ASCE)MT.1943-5533.0000343
- Estabragh AR, Namdar P, Javadi AA. Behavior of cement-stabilized clay reinforced with nylon fiber. Geosynth. Int. 2012;19:85–92.10.1680/gein.2012.19.1.85
- Soleimani S, Ganji DD, Gorji M, Bararnia H, Ghasemi E. Optimal location of a pair heat source-sink in an enclosed square cavity with natural convection through PSO algorithm. Int. Commun. Heat Mass. 2011;38:652–658.10.1016/j.icheatmasstransfer.2011.03.004
- Yuan S, Wang S, Tian N. Swarm intelligence optimization and its application in geophysical data inversion. Appl. Geophys. 2009;6:166–174.10.1007/s11770-009-0018-x
- Song X, Tang L, Lv Xiaochun, Fang H, Gu H. Application of particle swarm optimization to interpret Rayleigh wave dispersion curves. J. Appl. Geophys. 2012;84:1–13.10.1016/j.jappgeo.2012.05.011
- Kutanaei SS, Roshan N, Vosoughi A, Saghafi S, Barari A, Soleimani S. Numerical solution of stokes flow in a circular cavity using mesh-free local RBF-DQ. Eng. Anal. Boundary Elem. 2012;36:633–638.10.1016/j.enganabound.2011.11.009
- Feng XT, Chen BR, Yang C, Zhou H, Ding X. Identification of visco-elastic models for rocks using genetic programming coupled with the modified particle swarm optimization algorithm. Int. J. Rock Mech. Min. Sci. 2006;43:789–801.10.1016/j.ijrmms.2005.12.010
- Finsterle S. Demonstration of optimization techniques for groundwater plume remediation using iTOUGH2. Environ. Modell. Software. 2006;21:665–680.10.1016/j.envsoft.2004.11.012
- Zhao H, Yin S. Geomechanical parameters identification by particle swarm optimization and support vector machine. Appl. Math. Modell. 2009;33:3997–4012.10.1016/j.apm.2009.01.011
- Choobbasti AJ, Tavakoli H, Kutanaei SS. Modeling and optimization of a trench layer location around a pipeline using artificial neural networks and particle swarm optimization algorithm. Tunn. Undergr. Sp. Tech. 2014;40:192–202.10.1016/j.tust.2013.10.003
- Park SS. Effect of fiber reinforcement and distribution on unconfined compressive strength of fiber-reinforced cemented sand. Geotext. Geomembr. 2009;27:162–166.10.1016/j.geotexmem.2008.09.001
- Eberhart R, Kennedy J. New optimizers using particle swarm theory. In: Proceedings of the 6th International Sysmposium on Micro Machine and Human Science; Nagoya; 1995. p. 39–43.10.1109/MHS.1995.494215
- Kumar A, Walia BS, Mohan J. Compressive strength of fiber reinforced highly compressible clay. Constr. Build Mater. 2006;20:1063–1068.10.1016/j.conbuildmat.2005.02.027
- Maher MH, Ho YC. Mechanical properties of kaolinite/fiber soil composite. J. Geotech. Eng. 1994;120:1381–1393.10.1061/(ASCE)0733-9410(1994)120:8(1381)
- Abdulla AA, Kiousis PD. Behavior of cemented sands—I. Testing. Int. J. Numer. Anal. Methods Geomech. 1997;21:533–547.10.1002/(ISSN)1096-9853
- Clough GW, Sitar N, Bachus RC, Rad NS. Cemented sands under static loading. J. Geotech. Eng. Div. 1981;107:799–817.
- Yang Z. Strength and deformation characteristics of reinforced sand [PhD thesis]. Los Angeles (CA): University of California; 1972.
- Chandler RJ, Crilly MS, Montgomery-Smith G. A low-cost method of assessing clay desiccation for low-rise buildings. In: Proceedings of the Institute of Civil Engineers, London. 1992;2:82–89.