Dynamic Response of a Machine Foundation Using Different Soil Constitutive Models

Author:

Alzabeebee SaifORCID,Keawsawasvong SuraparbORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering

Reference45 articles.

1. Al-Defae, A.H., Caucis, K., Knappett, J.A.: Aftershocks and the whole-life seismic performance of granular slopes. Géotechnique 63(14), 1230–1244 (2013)

2. Al-Jeznawi, D., Jais, I.B., Albusoda, B.S., Alzabeebee, S., Keawsawasvong, S., Khalid, N.: Numerical study of the seismic response of closed-ended pipe pile in cohesionless soils. Transp. Infrastruct. Geotechnol. (2023). https://doi.org/10.1007/s40515-022-00273-z

3. Al-Wakel, S.F., Fattah, M.Y., Karim, H.H., Chan, A.H.: Experimental and numerical modeling of machine foundations on a saturated soil. In: Press, C.R.C. (ed.) Numerical Methods in Geotechnical Engineering, pp. 1081–1086. Rotterdam, Netherlands (2015)

4. Alzabeebee, S.: Numerical analysis of the interference of two active machine foundations. Geotech. Geol. Eng. 38, 5043–5059 (2020a)

5. Alzabeebee, S.: Dynamic response and design of a skirted foundation subjected to vertical vibration. Geomech. Eng. 20(4), 345–358 (2020b)

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