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Het onderzoek is beschreven in een proefschrift (S.J.M. van Eekelen, 2015. Basal Reinforced Piled Embankments, doctorate dissertation TU Delft, ISBN 978-94-6203-825-7 (print), ISBN 978-94-6203-826-4 (electronic version), link volgt).

Hierin zijn de volgende journal papers opgenomen:

Van Eekelen, S.J.M., Bezuijen, A., van Tol, A.F., 2015. Validation of analytical models for the design of basal reinforced piled embankments. Geotextiles and Geomembranes Volume 43, Issue 1, 56 – 81.
Van Eekelen, S.J.M., Bezuijen, A., van Tol, A.F., 2013. An analytical model for arching in piled embankments. Geotextiles and Geomembranes 39: 78 – 102.
Van Eekelen, S.J.M., Bezuijen, A., Lodder, H.J., van Tol, A.F., 2012a. Model experiments on piled embankments Part I. Geotextiles and Geomembranes 32: 69 - 81.
Van Eekelen, S.J.M., Bezuijen, A., Lodder, H.J., van Tol, A.F., 2012b. Model experiments on piled embankments. Part II. Geotextiles and Geomembranes 32: 82 - 94 (open acces, dus gratis down te loaden).
Van Eekelen, S.J.M., Bezuijen, A. van Tol, A.F., 2011. Analysis and modification of the British Standard BS8006 for the design of piled embankments. Geotextiles and Geomembranes 29: 345-359.