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Bearing Capacity Evaluation of Shallow Foundations on Stabilized Layered Soil using ABAQUS


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Button, S.J. (1953). The bearing capacity of footing on a two-layer cohesive subsoil. Proc. 3 rd International Conference on Soil Mechanics and Foundation Engineering 1953, 1, 332–335. ButtonS.J. 1953 The bearing capacity of footing on a two-layer cohesive subsoil Proc. 3 rd International Conference on Soil Mechanics and Foundation Engineering 1953 1 332 335 Search in Google Scholar

Ismail, I., Raymond, G.P. (1995). Geosynthetic reinforcement of granular layered soils. In: Proceedings of geosynthetics, 317–330. IsmailI. RaymondG.P. 1995 Geosynthetic reinforcement of granular layered soils In: Proceedings of geosynthetics 317 330 Search in Google Scholar

Szypcio, Z., Dołżyk, K. (2006). The bearing capacity of layered subsoil. Studia Geotechnica et Mechanica, 28(1), 45–60. SzypcioZ. DołżykK. 2006 The bearing capacity of layered subsoil Studia Geotechnica et Mechanica 28 1 45 60 Search in Google Scholar

Dobrzański, J., Kawa, M. (2021). Bearing capacity of eccentrically loaded strip footing on spatially variable cohesive soil. Studia Geotechnica et Mechanica. DobrzańskiJ. KawaM. 2021 Bearing capacity of eccentrically loaded strip footing on spatially variable cohesive soil Studia Geotechnica et Mechanica Search in Google Scholar

Debnath, L. (2021). Seismic bearing capacity of shallow strip footing embedded in slope resting on two-layered soil. Studia Geotechnica et Mechanica, 43(3), 285–306. DebnathL. 2021 Seismic bearing capacity of shallow strip footing embedded in slope resting on two-layered soil Studia Geotechnica et Mechanica 43 3 285 306 Search in Google Scholar

Reddy, A.S., Srinivasan, R.J. (1967). Bearing capacity of footings on layered clays. Journal of the Soil Mechanics and Foundations Division, 93(2), 83–99. ReddyA.S. SrinivasanR.J. 1967 Bearing capacity of footings on layered clays Journal of the Soil Mechanics and Foundations Division 93 2 83 99 Search in Google Scholar

Lee, K.M., Manjunath, V.R., Dewaikar, D.M. (1999). Numerical and model studies of strip footing supported by a reinforced granular fill—soft soil system. Canadian Geotechnical Journal, 36, 793–806 LeeK.M. ManjunathV.R. DewaikarD.M. 1999 Numerical and model studies of strip footing supported by a reinforced granular fill—soft soil system Canadian Geotechnical Journal 36 793 806 Search in Google Scholar

Boushehrian, J.H., Hataf, N. (2003). Experimental and numerical investigation of the bearing capacity of model circular and ring footings on reinforced sand. Geotextiles and Geomembranes, 21(4), 241–256. BoushehrianJ.H. HatafN. 2003 Experimental and numerical investigation of the bearing capacity of model circular and ring footings on reinforced sand Geotextiles and Geomembranes 21 4 241 256 Search in Google Scholar

Chung, W., Cascante, G. (2007). Experimental and numerical study of soil-reinforcement effects on the low-strain stiffness and bearing capacity of shallow foundations. Geotechnical and Geological Engineering, 25(3), 265–281. ChungW. CascanteG. 2007 Experimental and numerical study of soil-reinforcement effects on the low-strain stiffness and bearing capacity of shallow foundations Geotechnical and Geological Engineering 25 3 265 281 Search in Google Scholar

Benmebarek, S., Benmoussa, S., Belounar, L., Benmebarek, N. (2012). Bearing capacity of shallow foundation on two clay layers by numerical approach. Geotechnical and Geological Engineering, 30(4), 907–923. BenmebarekS. BenmoussaS. BelounarL. BenmebarekN. 2012 Bearing capacity of shallow foundation on two clay layers by numerical approach Geotechnical and Geological Engineering 30 4 907 923 Search in Google Scholar

Raman, K.V., Dayakar, P., Raju, K.V.B. (2012). Study on settlement behaviour of layered soils. International Journal of Biotech Trends and Technology (IJBTT), 2(4), 40–45. RamanK.V. DayakarP. RajuK.V.B. 2012 Study on settlement behaviour of layered soils International Journal of Biotech Trends and Technology (IJBTT) 2 4 40 45 Search in Google Scholar

Mosadegh A., Nikraz H. (2015). Bearing capacity evaluation of footing on a layered-soil using ABAQUS. Journal of Earth Science and Climatic Change, 6(3), 264. DOI: https://doi.org/10.4172/2157-7617.1000264 MosadeghA. NikrazH. 2015 Bearing capacity evaluation of footing on a layered-soil using ABAQUS Journal of Earth Science and Climatic Change 6 3 264 DOI: https://doi.org/10.4172/2157-7617.1000264 Search in Google Scholar

Roy, S.S., Deb, K. (2019). Influence of footing interference on bearing capacity improvement for geogrid-reinforced sand bed underlain by soft clay. In: Geo-Congress 2019: Earth Retaining Structures and Geosynthetics, Reston, VA: American Society of Civil Engineers, 322–330. RoyS.S. DebK. 2019 Influence of footing interference on bearing capacity improvement for geogrid-reinforced sand bed underlain by soft clay In: Geo-Congress 2019: Earth Retaining Structures and Geosynthetics Reston, VA American Society of Civil Engineers 322 330 Search in Google Scholar

Mandeel, S.A.H., Mekkiyah, H.M., Al-Ameri, A.F.I. (2020). Estimate the bearing capacity of full-scale model shallow foundations on layered-soil using PLAXIS. Solid State Technology, 63(1), 1775–1787. MandeelS.A.H. MekkiyahH.M. Al-AmeriA.F.I. 2020 Estimate the bearing capacity of full-scale model shallow foundations on layered-soil using PLAXIS Solid State Technology 63 1 1775 1787 Search in Google Scholar

Bhardwaj, A., Walia, B.S. (2017). Influence of cement and polyester fibers on compaction and CBR value of clayey soil. In: Indian Geotechnical Conference. BhardwajA. WaliaB.S. 2017 Influence of cement and polyester fibers on compaction and CBR value of clayey soil In: Indian Geotechnical Conference Search in Google Scholar

Sharma, A., Sharma, R.K., Bhardwaj, A. (2018). Effect of construction demolition and glass waste on stabilization of clayey soil. In: International Conference on Sustainable Waste Management through Design, Springer, Cham, 87–94. https://doi.org/10.1007/978-3-030-02707-0_12 SharmaA. SharmaR.K. BhardwajA. 2018 Effect of construction demolition and glass waste on stabilization of clayey soil In: International Conference on Sustainable Waste Management through Design Springer, Cham 87 94 https://doi.org/10.1007/978-3-030-02707-0_12 Search in Google Scholar

Sharma, A., Sharma, R.K. (2019). An experimental study on uplift behaviour of granular anchor pile in stabilized expansive soil. International Journal of Geotechnical Engineering, 1–14. https://doi.org/10.1080/1938636.2.2019.1597481 SharmaA. SharmaR.K. 2019 An experimental study on uplift behaviour of granular anchor pile in stabilized expansive soil International Journal of Geotechnical Engineering 1 14 https://doi.org/10.1080/1938636.2.2019.1597481 Search in Google Scholar

Bhardwaj, A., Sharma, R.K., Sharma, A. (2021). Stabilization of clayey soil using waste foundry sand and molasses. In: Sustainable Development through Engineering Innovations, Springer, Singapore. 641–649. BhardwajA. SharmaR.K. SharmaA. 2021 Stabilization of clayey soil using waste foundry sand and molasses In: Sustainable Development through Engineering Innovations Springer Singapore 641 649 Search in Google Scholar

Fattah, M.Y., Al-Saidi, A., Jaber, M.M. (2015). Improvement of bearing capacity of footing on soft clay grouted with lime-silica fume mix. Geomechanics Engineering, 8(1), 113–132. FattahM.Y. Al-SaidiA. JaberM.M. 2015 Improvement of bearing capacity of footing on soft clay grouted with lime-silica fume mix Geomechanics Engineering 8 1 113 132 Search in Google Scholar

Pancar, E.B., Akpınar, M.V. (2016). Comparison of effects of using geosynthetics and lime stabilization to increase bearing capacity of unpaved road subgrade. Advances in Materials Science and Engineering. PancarE.B. AkpınarM.V. 2016 Comparison of effects of using geosynthetics and lime stabilization to increase bearing capacity of unpaved road subgrade Advances in Materials Science and Engineering Search in Google Scholar

Rasouli, H., Takhtfirouzeh, H., Taghavi Ghalesari, A., Hemati, R. (2017). Bearing capacity improvement of shallow foundations using cement-stabilized sand. In: Key engineering materials Trans Tech Publications Ltd, 723, 795–800. RasouliH. TakhtfirouzehH. Taghavi GhalesariA. HematiR. 2017 Bearing capacity improvement of shallow foundations using cement-stabilized sand In: Key engineering materials Trans Tech Publications Ltd 723 795 800 Search in Google Scholar

Arora, S., Kumar, A. (2019). Bearing capacity of strip footing resting on fibre-reinforced pond ash overlying soft clay. Innovative Infrastructure Solutions, 4 (34). https://doi.org/10.1007/s41062-019-0221-4 AroraS. KumarA. 2019 Bearing capacity of strip footing resting on fibre-reinforced pond ash overlying soft clay Innovative Infrastructure Solutions 4 34 https://doi.org/10.1007/s41062-019-0221-4 Search in Google Scholar

Bhardwaj, A., Sharma, R.K. (2022). Designing thickness of subgrade for flexible pavements incorporating waste foundry sand, molasses, and lime. Innovative Infrastructure Solutions, 7, 132. https://doi.org/10.1007/s41062-021-00723-6. BhardwajA. SharmaR.K. 2022 Designing thickness of subgrade for flexible pavements incorporating waste foundry sand, molasses, and lime Innovative Infrastructure Solutions 7 132 https://doi.org/10.1007/s41062-021-00723-6. Search in Google Scholar

ASTM D2487–11 (2011). Standard practice for classification of soils for engineering purposes (unified soil classification system), ASTM International, West Conshohocken. ASTM D2487–11 2011 Standard practice for classification of soils for engineering purposes (unified soil classification system) ASTM International West Conshohocken Search in Google Scholar

Johnson, K., Christensen, M., Sivakugan, N., Karunasena, W. (2003). Simulating the response of shallow foundations using finite element modeling. Proceedings of the MODSIM 2003 International Congress on Modelling and Simulation, Townsville, QLD, Australia, 2060–2065. JohnsonK. ChristensenM. SivakuganN. KarunasenaW. 2003 Simulating the response of shallow foundations using finite element modeling Proceedings of the MODSIM 2003 International Congress on Modelling and Simulation Townsville, QLD, Australia 2060 2065 Search in Google Scholar

Thakur, A., Dutta, R.K. (2020). Experimental and numerical studies of skirted hexagonal footings on three sands. SN Applied Sciences, 2(3), 487. DOI: https://doi.org/10.1007/s42452-020-2239-9 ThakurA. DuttaR.K. 2020 Experimental and numerical studies of skirted hexagonal footings on three sands SN Applied Sciences 2 3 487 DOI: https://doi.org/10.1007/s42452-020-2239-9 Search in Google Scholar

Jeya Rami Reddy, P. (2013). Stochastic Hydrology. Laxmi Publications Private Limited, Ajit Printing Press, New Delhi, 122–130. Jeya Rami ReddyP. 2013 Stochastic Hydrology Laxmi Publications Private Limited, Ajit Printing Press New Delhi 122 130 Search in Google Scholar

Bilgili, M. (2010). Prediction of soil temperature using regression and artificial neural network models. Meteorological Atmospheric Physics, 110, 59–70. BilgiliM. 2010 Prediction of soil temperature using regression and artificial neural network models Meteorological Atmospheric Physics 110 59 70 Search in Google Scholar

Rezaeianzadeh, M., Tabari, H., ArabiYazdi, A., Isik, A., Kalin, L. (2013). Flood flow forecasting using ANN, ANFIS and regression models. Neural Comput&Applic. springer-verlag London, DOI 10.1007/s00521-013-1443-6. RezaeianzadehM. TabariH. ArabiYazdiA. IsikA. KalinL. 2013 Flood flow forecasting using ANN, ANFIS and regression models Neural Comput&Applic springer-verlag London 10.1007/s00521-013-1443-6 Open DOISearch in Google Scholar

Michalowski, R.L. (2002). Collapse Loads over Two-layer Clay Foundation Soils. Soils and Foundations, 42, 1–7. MichalowskiR.L. 2002 Collapse Loads over Two-layer Clay Foundation Soils Soils and Foundations 42 1 7 Search in Google Scholar

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