بهسازی خاک ماسه ای سست با بالشتک دانه ای و ستون سنگی در سلول واحد

Abdi MR, Zandieh AR, “Experimental and numerical analysis of large scale pull out tests conducted on clays reinforced with geogrids encapsulated with coarse material”, Geotextiles and Geomembranes, 2014, 42 (5), 494-504.

https://doi.org/10.1016/j.geotexmem.2014.07.008

Abdullah CH, Edil TB, “Behaviour of geogrid-reinforced load transfer platforms for embankment on rammed aggregate piers”, Geosynthetics International, 2007, 14 (3), 141-153. https://doi.org/10.1680/gein.2007.14.3.141

Abu-Farsakh M, Chen QM, Sharma R, “An experimental evaluation of the behavior of footings on geosynthetic-reinforced sand”, Soils and Foundations, 2013, 53 (2), 335-348.

        https://doi.org/10.1016/j.sandf.2013.01.001

Akosah S, Chen J, Bao N, “Reinforcement of problematic soils using geotextile encased stone/sand columns”, Arabian Journal of Geosciences, 2022, 15 (1371), 1-21. https://doi.org/10.1007/s12517-022-10561-0

Ali K, Shahu JT, Sharma KG, “Model tests on geosynthetic-reinforcement stone columns: a comparative study”, Geosynthetics International, 2012, 19 (4), 292-305. https://doi.org/10.1680/gein.12.00016

Ali K, Shahu JT, Sharma KG, “Model tests on single and groups of stone columns with different geosynthetic reinforcement arrangement”, Geosynthetics International, 2014, 21 (2), 103-118. https://doi.org/10.1680/gein.14.00002

Alkhorshid NR, Araujo GLS, Palmeira EM, “Consolidation of soft clay foundation improved by geosynthetic-reinforced granular columns: Numerical evaluation”, Journal of Rock Mechanics and Geotechnical Eingineering, 2021, 13 (5), 1173-1181. https://doi.org/10.1016/j.jrmge.2021.09.017

ASTM D2850-03, Standard test method for unconsolidated-undrained triaxial compression test, American Society for Testing and Materials; Pennsylvania, USA, 2003.

ASTM D6637/D6637M-15, Standard test method for determining tensile properties of geogrids by the single or multi-rib tensile method, American Society for Testing and Materials; Pennsylvania, USA, 2015.

Barksdale RD, Bachus C, “Design and construction of stone column volume I, Final Report”, FHWA/RD-83/026; U.S. Department of Transportation/Federal Highway Administration, USA, 1983.

Basudhar PK, Dixit PM, Ghaprure A, Deb K, “Finite element analysis of geotextile-reinforced sand-bed subjected to strip loading”, Geotextile and Geomembrane, 2008, 26 (1), 91-99. https://doi.org/10.1016/j.geotexmem.2007.04.002

Binquet J, Lee KL, “Bearing capacity tests on reinforced earth slabs”, Journal of Geotechnical Engineering, ASCE, 1975, 101 (GT12), 1241-1255.

        https://doi.org/10.1061/AJGEB6.0000219

Buckingham E, “On physically similar systems; illustrations of the use of dimensional equations, Rev. 4, 345”, Physical Review Journals Archive, 1914, 4 (4), 345-376. https://doi.org/10.1103/PhysRev.4.345

Burd HJ, “Analysis of membrane action in reinforced unpaved roads”, Canadian Geotechnical Journal, 1995, 32 (6), 946-956.

        https://doi.org/10.1139/t95-094

Chen JF, Guo XP, Xue JF, Guo PH, “Load behavior of model strip footings on reinforced transparent soils”, Geosynthetic International, 2019, 26 (3), 251-260. https://doi.org/10.1680/jgein.19.00003

Chen QM Abu-Farsakh M, “Ultimate bearing capacity analysis of strip footings on reinforced soil foundation”, Soils and Foundations, 2015, 55 (1), 74-85. https://doi.org/10.1016/j.sandf.2014.12.006

Chen WF, Saleeb AF, “Constitutive Equations for Engineering Materials”, Second Revised Edition, Elsevier Science B.V, New York, USA, 1994.

Dean G, Mera R, “Determination of material properties and parameters required for the simulation of impact performance of plastics using finite element analysis”, National Physical Laboratory (NPL), Middlesex, UK, p. 49. Report No. DEPC-MPR 007, 2004.

Deb K, Chandra S, Basudhar PK, “Response of multi-layer geosynthetic-reinforced bed resting on soft soil with stone columns”, Computers and Geotechnics, 2008, 35 (3), 323-330. https://doi.org/10.1016/j.compgeo.2007.08.004

Deb K, Samadhiya NK, Namdeo JB, “Laboratory model studies on unreinforced and geogrid-reinforced sand bed over stone column-improved soft clay”, Geotextiles and Geomembranes, 2011, 29 (2), 190-196. https://doi.org/10.1016/j.geotexmem.2010.06.004

Debnath P, Dey AK, “Bearing capacity of geogrid-reinforced sand over encased stone columns in soft clay”, Geotextiles and Geomembranes, 2017, 45 (6), 653-664. https://doi.org/10.1016/j.geotexmem.2017.08.006

Ehsaniyamchi A, Ghazavi M, “Short-term and long-term behavior of geosynthetic-reinforced stone columns”, Soils and Foundations, 2019, 59 (5), 1579-1590. https://doi.org/10.1016/j.sandf.2019.07.007

Ehsaniyamchi A, Ghazavi M, “Reinforcement of floating stone columns with spaced reinforcing rings”, Proceedings of the Institution of Civil Engineers-Ground Improvement, 2021, 174 (4), 273-287.  https://doi.org/10.1680/jgrim.19.00090

Elshazly HA, Hafez DH, Mossaad ME, “Reliability of Conventional Settlement Evaluation for Circular Foundations on Stone Columns”, Journal of Geotechnical and Geological Engineering, 2008, 26 (3), 323-334. https://doi.org/10.1007/s10706-007-9169-9

Fakher A, “Research Methods in Geotechnics”, Publication Institute of University of Tehran, Tehran, Iran, 2014.

Fox ZP, “Critical state, dilatancy and particle breakage of mine waste rock”, Ph.D. Dissertation, Colorado State University, Colorado, 2011.

Gharehzadeh Shirazi M, Rashid ASA, Nazir R, Rashid AHA, Horpibulsuk S, “Enhancing the bearing capacity of rigid footing using limited life kenaf geotextile reinforcement”, Journal of Natural Fibers, 2020, 19 (8), 2868-2884.

https://doi.org/10.1080/15440478.2020.1830330

Ghazavi M, Ehsaniyamchi A, Nazari Afshar J, “Bearing capacity of horizontally layered geosynthetic reinforced stone columns”, Geotextiles and Geomembranes, 2018, 46 (3), 312-318.

        https://doi.org/10.1016/j.geotexmem.2018.01.002

Giroud JP, Han J, “Design method for geogrid-reinforced unpaved roads, Part I: theoretical development”, Journal of Geotechnical and Geoenvironmental Engineering, 2004, 130 (8), 776-786. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:8(775)

Gniel J, Bouazza A, “Improvement of soft soils using geogrid encased stone columns”, Geotextiles and Geomembranes, 2009, 27 (3), 167-175. https://doi.org/10.1016/j.geotexmem.2008.11.001

Gouw TL, “Common mistakes on the application of plaxis 2D in analyzing excavation problems”, International Journal of Applied Engineering Research, 2014, 9 (21), 8291-8311.

Gu M, Mo H, Qiu J, Yuan J, Xia Q, “Behavior of floating stone columns reinforced with geogrid encasement in model tests”, Frontiers in Materials, 2022, 9, 1-10. https://doi.org/10.3389/fmats.2022.980851

Guido VA, Chang DK, Sweeney MA, “Comparison of geogrid and geotextile reinforced earth slabs”, Canadian Geotechnical Journal, 1986, 23 (4), 435-440. https://doi.org/10.1139/t86-073

Hamidi M, Lajevardi SH, “Experimental study on the load-carrying capacity of single stone columns”, International Journal of Geosynthetics and Ground Engineering, 2018, 4 (26), 1-10.

        https://doi.org/10.1007/s40891-018-0142-x

Han J, Gabr MA, “Numerical analysis of geosynthetic-reinforced and pile-supported earth platform over soft soil”, Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128 (1), 44-53. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:1(44)

Hasan M, Samadhiya NK, “Experimental and numerical analysis of geosynthetic-reinforced floating granular piles in soft clays”, International Journal of Geosynthetics and Ground Engineering, 2016, 2 (3), 1-13. https://doi.org/10.1007/s40891-016-0062-6

Hataf N, Nabipour N, Sadr A, “Experimental and numerical study on the bearing capacity of encased stone columns”, International Journal of Geo-Engineering, 2020, 11 (4), 1-19.

        https://doi.org/10.1186/s40703-020-00111-6

Hong YS, Wu CS, Yu YS, “Model tests on geotextile-encased granular columns under 1-g and undrained conditions”, Geotextiles and Geomembranes, 2016, 44 (1), 13-27.

        https://doi.org/10.1016/j.geotexmem.2015.06.006

Hosamo H, Sliteen I, Ding S, “Numerical analysis of bearing capacity of a ring footing on geogrid reinforced sand”, Buildings, 2021, 11 (2), 1-12. https://doi.org/10.3390/buildings11020068

Hussein MG, Meguid MA, “A three-dimensional finite element approach for modeling biaxial geogrid with application to geogrid-reinforced soils”, Geotextiles and Geomembranes, 2016, 44 (3), 295-307.https://doi.org/10.1016/j.geotexmem.2015.12.004

Iai S, “Similitude for shaking table tests on soil-structure fluid models in 1g gravitational field”, Soils and Foundations, 1989m 29 (1), 105-118. https://doi.org/10.3208/sandf1972.29.105

Imam R, Zarei M, Ghafarian D, “Relative contribution of various deformation mechanisms in the settlement of floating stone column-supported foundations”, Computers and Geotechnics, 2021, (134), 104109. https://doi.org/10.1016/j.compgeo.2021.104109

Kang B, Wang J, Zhou Y, Huang Sh, “Study on bearing capacity and failure mode of multi-layer-encased geosynthetic-encased stone column under dynamic and static Loading”, Sustainability, 2023, 15 (6), 1-18. https://doi.org/10.3390/su15065205

Koerner RM, “Designing with Geosynthetics”, 6th Edition, Volume 1, New Jersey, Prentice Hall, USA, 2005.

Lee KM, Manjunath VR, Dewaikar DM, “Numerical and model studies of strip footing supported by a reinforced granular fill-soft soil system”, Canadian Geotechnical Journal, 1999, 36 (5), 793-806. https://doi.org/10.1139/t99-053

Liu HL, Ng CWW, Fei K, “Performance of a geogrid-reinforced and pile supported highway embankment over soft clay: case study”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2007, 133 (12), 1483-1493. https://doi.org/ 10.1061/(ASCE)1090-0241(2007)133:12(1483)

McCabe BA, Killeen M, “Small stone column groups: mechanisms of deformation at serviceability limit state”, International Journal of Geomechanics, ASCE, 2016, 17 (5), 1-14.

        https://doi.org/10.1061/(ASCE)GM.1943-5622.0000700

Mehrannia N, Kalantary F, Ganjian N, “Experimental study on soil improvement with stone columns and granular blankets”, Journal of Central South University, 2018, 25 (4), 866-878. https://doi.org/10.1007/s11771-018-3790-z

Mohapatra SR, Rajagopal K, Sharma J, “Direct shear tests on geosynthetic-encased granular columns”, Geotextiles and Geomembranes, 2016, 44 (3), 396-405. https://doi.org/10.1016/j.geotexmem.2016.01.002

Murugesan S, Rajagopal K, “Studies on the Behavior of Single and Group of Geosynthetic Encased Stone Columns”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2010, 136 (1), 129-139.

        https://doi.org/10.1061/(ASCE)GT.1943-5606.0000187

NAUE GMBH & CO KG, “Naue Products Manual”, Espelkamp, Germany, 2021.

Nayak NV, “Recent advances in ground improvements by stone column”, Proceedings of Indian Geotechnical Conference, IGC-83, Madras, India, December, 1983.

Ramadan EH, Abdel-Naiem MA, Senoon AA, Megally AA, “Stone columns and reinforced sand bed for performance improvement of foundations on soft clay”, International Journal of Advances in Structural and Geotechnical Engineering, 2022, 6 (3), 57-64.

        https://doi.org/10.21608/ASGE.2022.274736

Sarfarazi V, Tabaroei A, Asgari K, “Discrete element modeling of strip footing on geogrid-reinforced soil”, Geomechanics and Engineering, 2022, 29 (4), 435-449. https://doi.org/10.12989/gae.2022.29.4.435

Sexton BG, McCabe BA, Castro J, “Appraising stone column settlement prediction methods using finite element analyses”, Acta Geotechnica, 2013, 9, 993-1011. https://doi.org/10.1007/s11440-013-0260-5

Shahu JT, Madhav MR, Hayashi S, “Analysis of soft ground-granular pile-granular mat system”, Computers and Geotechnics, 2000, 27 (1), 45-62. https://doi.org/10.1016/S0266-352X(00)00004-5

Stoeber JN, “Effects of maximum particle size and sample scaling on the mechanical behavior of mine waste rock: A critical state approach”, Ph.D. Dissertation, Colorado State University, Colorado, 2012.