Assessing the vibration response of foundation embedment in gypseous soil
Author:
Affiliation:
1. Civil Engineering Department, College of Engineering, Tikrit University , Tikrit , Iraq
2. Civil Engineering Department, College of Engineering, Mosul University , Mosul , Iraq
Abstract
Publisher
Walter de Gruyter GmbH
Subject
Mechanics of Materials,Materials Science (miscellaneous)
Link
https://www.degruyter.com/document/doi/10.1515/jmbm-2022-0212/pdf
Reference21 articles.
1. Chowdhury I, Dasgupta P. Dynamics of structure and foundation – A unified approach fundamentals. 1st ed. Boca Raton: CRC Press; 2009.
2. AL-Busoda BS, Alahmar MM. The behavior of gypseous soil under vertical vibration loading. J Eng. 2014;20(1):21–30.
3. Al-Jeznawi D, Jais IB, Albusoda BS, Khalid N. The slenderness ratio effect on the response of closed-end pipe piles in liquefied and non-liquefied soil layers under coupled static-seismic loading. J Mech Behav Mater. 2022;31(1):83–9.
4. Al-Helo KH. Dynamic behavior of machine foundation on two-layer soil system. J Eng Dev. 2015;19(1):87–102.
5. Johari A, Hosseini SM, Keshavarz A. Reliability analysis of seismic bearing capacity of strip footing by stochastic slip lines method. Comput Geotech. 2017;91:203–17.
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