Author(s)

Roya Momeni¹, Vahid Rostami^1*, Javad Khazaei²

¹Department of Civil Engineering, Islamic Azad University of Hamadan, Hamadan, Iran.
²Civil Engineering, Amirkabir University of Technology (AUT), Tehran, Iran.

Physical modeling due to its simulation ability of real conditions has been developed as a proper method to study engineering issues. In this paper after the introduction of usual physical modeling systems in geotechnical engineering, we focused on a low known device of physical modeling in geotechnical practice, especially applicable in deep foundations. It is named Frustum Confining Vessel (FCV) that is one of the calibration chamber forms. It can apply high stress level by a relatively linear stress distribution. Thus, it can simulate actual states for piles in laboratory controlled conditions. The FCV test results can be used for real project by multiply scale factors. Scale factors can be explained by dimensional and similar analyses in every model and apparatus. In this study the relatively largest size of FCV among others in the world, which called FCV-AUT, was used to study physical purposes. Several various model piles (deep foundations) were made by 4 mm thick steel plate with height of 750 mm. All model piles tested in Babolsar sand as surrounding soil via FCV, and two full scale piles tested in similar conditions in the field. The experimental results and outcomes indicated the FCV can be used as a suitable device for physical modelling aims. Thus, it can be realized the FCV is more effective than simple and calibration chambers as well as laminar boxes and more economic than centrifuges.

Physical Modeling, Frustum Confining Vessel (FCV), Model Pile, Stress Level

Momeni, R. , Rostami, V. and Khazaei, J. (2017) Study of Physical Modelling for Piles. Open Journal of Geology, 7, 1160-1175. doi: 10.4236/ojg.2017.78077.