References
- [1] Abdolrezayi A., Khayat N.: Comparative Three-Dimensional Finite Element Analysis of Piled Raft Foundations. Computational Engineering and Physical Modeling, 4 (1), 2021, pp. 19-36; Doi.org/10.22115/CEPM.2020.234834.1111.
- [2] Al-Shayea N., Zeedan H.: A new approach for estimating thickness of mat foundations under certain conditions. Arabian Journal for Science and Engineering, 37(2), 2012, pp. 277-290; Doi.org/10.1007/s13369-012-0178-5.10.1007/s13369-012-0178-5
- [3] Al-Taie E., Al-Ansari N., Knutsson S.: Estimation of Settlement under Shallow Foundation for Different Regions in Iraq Using SAFE Software. Engineering, 7(07), 2015, p. 379; Doi.org/10.4236/eng.2015.77034.10.4236/eng.2015.77034
- [4] Banadaki A.D., Ahmad K., Ali N.: Initial settlement of mat foundation on group of cement columns in Peat–Numerical analysis. Electronic journal of geotechnical engineering, 17(Bundle O), 2012, pp. 2243-2253.
- [5] BNBC (2020): “Bangladesh National Building Code”, Housing and building Research Institute, Dhaka.
- [6] Chang D.W., Hung M.H., Lien H.W.: 2D Soil Springs for Elastic Settlements of Mat Foundation under Vertically Uniform Loads. In 2020 International Conference on Mathematics and Computers in Science and Engineering (MACISE), 2020, January, pp. 188-191. IEEE; Doi.org/10.1109/macise49704.2020.00041.10.1109/MACISE49704.2020.00041
- [7] Colasanti R.J., Horvath J.S.: Practical subgrade model for improved soil-structure interaction analysis: software implementation. Practice periodical on structural design and construction, 15(4), 2010, pp. 278-286.10.1061/(ASCE)SC.1943-5576.0000060
- [8] Daloglu A.T., Vallabhan C.G.: Values of k for Slab on Winkler Foundation. Journal of Geotechnical and Geo-environmental Engineering, 126(5), 2000, pp. 463-471; Doi.org/10.1061/(asce)1090-0241(2000)126:5(463).
- [9] Horvath J.S., Colasanti R.J.: Practical subgrade model for improved soil-structure interaction analysis: Model development, International Journal of Geomechanics, 11(1), 2011, pp. 59-64; doi.org/10.1061/(asce)gm.1943-5622.0000070.10.1061/(ASCE)GM.1943-5622.0000070
- [10] Loukidis D., Tamiolakis G.P.: On the Pseudo-Coupled Winkler Spring Approach for Soil-Mat Foundation Interaction Analysis, In Proceedings of China-Europe Conference on Geotechnical Engineering, 2018, pp. 386-389. Springer, Cham; Doi.org/10.1007/978-3-319-97112-4_86.10.1007/978-3-319-97112-4_86
- [11] Limkar S.D., Kalyanshetti M.G., Halkude S.A.: Analysis of raft foundation using finite element approach. Int J Latest Trends Eng Technol, 8(3), 2017, pp. 014-028; Doi.org/10.21172/1.83.003.10.21172/1.83.003
- [12] Poulos H.G.: Piled raft foundations: design and applications. Geotechnique, 51(2), 2001, pp. 95-113; doi.org/10.1680/geot.51.2.95.40292.10.1680/geot.51.2.95.40292
- [13] Sadrekarimi J., Akbarzad M.: Comparative study of methods of determination of coefficient of subgrade reaction. Electronic Journal of Geotechnical Engineering, 14(1), 2009, pp. 45-61.
- [14] Shah H.J., Goh S.H., Lacy H.S., Kellogg D.R.: Numerical Modeling and Analysis of a Large Mat Foundation Supported above a Varved Silt and Clay Formation of New York City. In GeoCongress 2006: Geotechnical Engineering in the Information Technology Age, 2006, pp. 1-6; Doi.org/10.1061/40803(187)89.
- [15] Shah H.J., Goh S.H., Lacy H.S., Kellogg D.R.: Numerical Modeling and Analysis of a Large Mat Foundation Supported above a Varved Silt and Clay Formation of New York City. In GeoCongress 2006: Geotechnical Engineering in the Information Technology Age, 2006, pp. 1-6; Doi.org/10.1061/40803(187)89.
- [16] Saini S., Goyal, E.T.: Analysis of piled raft foundation using MIDAS GTS NX. Int Res J Eng Technol, 6 (5), 2019, pp. 5491-5499.
- [17] Tabsh S.W., El-Emam M.: Influence of Foundation Rigidity on the Structural Response of Mat Foundation. Advances in Civil Engineering, 2021; Doi.org/10.1155/2021/5586787.10.1155/2021/5586787