1. Airhart, T.P., Coyle, H.M., Hirsch, T.J., Buchanaan, S.J.: Pile-soil response in a cohesive soil. In: ASTM, STP, vol. 444, pp 264–294 (1969)
2. Bjerrum, L., Johannessen I.J.: Pore pressures resulting from driving piles in soft clays. In: Proceeding of the Conference on Pore Pressures and Suction in Soils, Butterworth, Sydney, Australia, pp. 14–17 (1960)
3. Bozozuk, M., Fellenius, B.H, Samson, L.: Soil disturbance from pile driving in sensitive clay. Can. Geotech. J. 15, 346–361 (1978)
4. Dunnicliff, J.: Geotechnical Instrumentation. Willey (1993)
5. Fellenius, B.H., Harris, D.E., Anderson, D.G.: Static loading test on a 45 m long pipe pile in Sand Point, Idaho. Can. Geotech. J. 41, 613–628 (2003)