Centrifuge modeling of PGD response of buried pipe

A new centrifuge based method for determining the response of continuous buried pipe to PGD is presented.The physical characteristics of the RPI's 100 g-ton geotechnical centrifuge and the current lifeline experiment split-box are described: The split-box contains the model pipeline and surrounding soil and is manufactured such that half can be offset, in flight, simulating PGD. In addition, governing similitude relations which allow one to determine the physical characteristics,(diameter, wall thickness and material modulus of elasticity) of the model pipeline are presented. Finally, recorded strains induced in two buried pipes with prototype diameters of 0.63 m and 0.95 m (24 and 36 inch) subject to 0.6 and 2.0 meters (2and 6 feet) of full scale fault offsets and presented and compared to corresponding FE results.

作 者： Michael O'Rourke Vikram Gadicherla Tarek Abdoun   作者單位： Michael O'Rourke,Tarek Abdoun(Department of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, New York, USA)

Vikram Gadicherla(Hance Engineering Solutions, Hyderabad India) 

刊 名： 地震工程與工程振動(dòng)（英文版）  SCI 英文刊名： EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION  年，卷(期)： 2005 4(1)  分類號(hào)： P315  關(guān)鍵詞： earthquakes   buried pipe   permanent ground deformation   centrifuge models   fault crossings   lifelineearthquake engineering  

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