References
- Basma, A.A., Barakat, S.A. and Omar, M. (2003), "Modeling of time dependent swell of clays using sequential artificial neural networks", Environ. Eng. Geosci., 9(3), 279-288. https://doi.org/10.2113/9.3.279
- Angemeer, J. and Mc Neilan, T.W. (1982), "Subsurface variability -The key to investigation of Coral Atoll, Geotechnical properties, behaviour and performance of calcareous soils", ASTM Special Technical Publication, 36-53.
- ASCE Task Committee (2000), "Artificial neural network in Hydrology", J. Hydrologic Eng., 5(2), 124-144. https://doi.org/10.1061/(ASCE)1084-0699(2000)5:2(124)
- Barakat, S. and Attom, M.F. (1999), "Comparison between multiple regression analysis and artificial neural networks in evaluating swelling pressure of clayey soil using three methods", J. Inst. Eng. India, 80, 86-93.
- Guru Prasad, B. (2008), Mechanism and control of sulphuric acid induced heave in soils, Ph.D. Thesis, Indian Institute of Science, Bangalore, India.
- Yilmaz, I. (2006), "Indirect estimation of the swelling percent and a new classification of soils depending on liquid limit and cation exchange capacity", Eng. Geol., 85, 295-301. https://doi.org/10.1016/j.enggeo.2006.02.005
- Johnson, L.D. and Snethen, D.R. (1978), "Prediction of potential heave of swelling soils", Geotech. Test. J., 1, 117-124. https://doi.org/10.1520/GTJ10382J
- Liong, S.Y., Lim, W.H. and Paudyal, G.N. (2000), "River stage forcasting in Bangladesh: Neural Network Approach," J. Comput. Civil Eng., 1-8.
- Lukas, R.G. and Ganedinger Jr. R.J. (1972), "Settlement due to chemical attack of soils", Proccedings of the ASCE Special Conference on the Performance of Earth and Earth Suported Structures, West Lafayette, June.
-
$MATLAB^{(R)}$ Compiler (version 7.0), (2007), The Math Works. - Attom, M.F. and Barakat, S. (2000), "Investigation of three methods for evaluating swelling pressure of soils", Environ. Eng. Geosci., 6(31), 293-299. https://doi.org/10.2113/gseegeosci.6.3.293
- O'Neil, M.W. and Ghazzally, O.I. (1977), "Swell potential related to building performance", J. Geotech. Eng. Div., 103(GT12), 1363-1379.
- Al-Omari, R.R., Mohammed, W.K., Nashaat, I.H. and Kaseer, O.M. (2007), "Effect of sulfuric and Phosphoric acids on the behaviour of a lime stone foundation", Indian Geotech. J., 37(4), 263-282.
- Sivapullaiah, P.V., Guru Prasad, B. and Allam, M.M. (2008a), "Volume change behaviour of Calcitic soil influenced with sulfuric acid", ASCE, Geotechnical Special Publication 177, Louisiana, USA, GeoCongress 2008: Geotechnics of Waste Management and Remediation.
- Sivapullaiah, P.V., Guru Prasad, B. and Allam, M.M. (2008b), "Volume change behavior in Calcitic soil influenced with sulphuric acid using artificial neural networks", Proceedings of the 12th International Conference of International Association for Computer Methods and Advances in Geomechanics, India.
- Stephenson, R.W., Dempsey, B.A. and Heagler, J.B. (1989), "Chemically induced foundation heave", Proceedings of the Foundation Engineering Conference, Evanston, June.
- Yilmaz, I. and Yüksek, A.G. (2008), "An example of artificial neural network application for indirect estimation of rock parameters", Rock Mech. Rock Eng., 41(5), 781-795. https://doi.org/10.1007/s00603-007-0138-7
- Yilmaz, I. and Yuksek, A.G. (2009), "Prediction of the strength and elasticity modulus of gypsum using multiple regression, ANN, ANFIS models and their comparison", Int. J. Rock Mech. Min., 46(4), 803-810. https://doi.org/10.1016/j.ijrmms.2008.09.002
- Erzin, Y. (2009), "The use of neural networks for the prediction of swell pressure", Geomech. Eng., 1(1), 75-84. https://doi.org/10.12989/gae.2009.1.1.075
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