Application of Particle Image Velocimetry (PIV) Method in Pipe-Soil Interaction Problems

Author:

Bildik Selçuk12343,Öner Candaş12343,Rogenbuke Peter12343,Tak Gizil12343,Tulan Baran12343,Çinicioğlu Özer12343

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Nisantasi Univ., İstanbul, Turkey.

2. Ph.D. Student, Dept. of Civil Engineering, Georgia Institute of Technology, Atlanta, GA.

3. M.Sc. Student, Dept. of Civil Engineering, Bogazici Univ., İstanbul, Turkey.

4. M.Sc. Student, Dept. of Civil Engineering, Nisantasi Univ., İstanbul, Turkey.

Publisher

American Society of Civil Engineers

Reference13 articles.

1. Stabilization of Rock Slopes Using Geogrid Boxes;Ahmad F.;Arabian Journal of Geosciences,2014

2. Experimental Investigation of Soil — Structure — Pipe Interaction

3. Evaluation of Side Wall Friction for a Buried Pipe Testing Facility;Brachman R. W.;Geotextiles and Geomembranes,1999

4. Burns J. Q. and Richard R. M. (1964). “Attenuation of Stresses Forburied Cylinders” Proceedings of the Symposium on Soil-Structure Interaction University of Arizona 379–392.

5. Laboratory Study on Geosythetic Protection of Buried Steel-Reinforced HDPE Pipes from Static Loading;Corey R.;Journal of Geotechnical and Geoenvironmental Engineering,2014

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