On the Impact of Soil Density on Soil Reaction and Structural Responses
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-021-06036-1.pdf
Reference72 articles.
1. Shamsi, M.; Ghanbari, A.: Nonlinear dynamic analysis of Qom monorail bridge considering soil-pile-bridge-train interaction. Trans. Geotech. (2020). https://doi.org/10.1016/j.trgeo.2019.100309
2. Khari, M.; Kassim, K.A.; Adnan, A.: The effects of soil model on site response analyses. Electron. J. Geotech. Eng. 17, 2475–2484 (2012). https://doi.org/10.3923/ajsr.2014.76.84
3. Elkasabgy, M.; Naggar El, M. H.: Lateral performance and p-y curves for large-capacity helical piles installed in clayey glacial deposit, In: Paper, T. (ed.) (2019). https://doi.org/10.1061/(ASCE)GT.1943-5606.0002063
4. Aidin, T.; Ghannad, M.A.: The effect of soil modeling on the nonlinear response of SDOF structures. In: Structures Congress 2020. ASCE, St. Louis, Missouri (2020). https://doi.org/10.1061/9780784482896.040
5. Soneji, B.B.; Jangid, R.S.: Influence of soil–structure interaction on the response of seismically isolated cable-stayed bridg. Soil Dyn. Earthq. Eng. 28, 245–257 (2008). https://doi.org/10.1016/j.soildyn.2007.06.005
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