Experimental Study for the Effect of Static and Dynamic Loads on Clay Utilizing Geofoam | ||||
| Port-Said Engineering Research Journal | ||||
| Article 21, Volume 21, Issue 2, September 2017, Page 241-249 PDF (1.09 MB) | ||||
| Document Type: Original Article | ||||
| DOI: 10.21608/pserj.2017.33373 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
Mohamed El Gendy1; Ibrahim El Araby2; Waled El Kamash3; Ezzat Sallam 4; Ahmed El Labban* 5
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| 1Professor of Geotechnical Engineering and Foundations, Faculty of Engineering, Port Said University, Egypt. | ||||
| 2Associate Professor, Faculty of Engineering, Port Said University, Egypt | ||||
| 3Associate Professor, Faculty of Engineering, Suez Canal University, Egypt. | ||||
| 4Assistant Professor of Concrete Structures, Faculty of Engineering, Port Said University, Port Said, Egypt | ||||
| 5PhD candidate, Faculty of Engineering, Port Said University, Egypt. | ||||
| Abstract | ||||
| The recent and continuous industrial development at Port-Said necessitates many factories and gas plants to be constructed on its thick graduated clay soil. Accordingly, suitable foundation systems are to be developed to resist the expected dynamic effects and vibrations of the heavy machinery and rotating masses utilized for such activities. Expanded Polystyrene (EPS) Geofoam was introduced as an efficient dynamic damper and lightweight solution for many geotechnical problems. In this research, the effect of the static loads in machinery shutdown state and the dynamic loads in working state on the settlement behavior of a square footing resting on Port-Said clay is studied experimentally, both in the presence and absence of EPS. The results showed that the use of EPS can considerably reduce the maximum settlement under machine foundation. | ||||
| Keywords | ||||
| Machine foundation; EPS; Expanded Polystyrene Geofoam; Dynamic analysis | ||||
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