[[1] Pachla H., Conditions of proper interaction of low-pressure injection piles (LIP) with structure and soil, carrying capacity of pile anchorage foundation, Studia Geotechnica et Mechanica, 2016, Vol. 38, No. 4, 33–49.10.1515/sgem-2016-0029]Search in Google Scholar
[[2] Dowling P.J., Elnashai A.S., Carroll B.C., A New Pressurised Grouted Connection for Steel Tubulars, Journal of Constructional Steel Research, 1983, Vol. 3, No. 3.10.1016/0143-974X(83)90008-1]Open DOISearch in Google Scholar
[[3] Tziavos N., Hemida H., Metje N., Baniotopoulos C., Grouted connections on offshore wind turbines: A review, Proceedings of the ICE – Engineering and Computational Mechanics, 2016.10.1680/jencm.16.00004]Search in Google Scholar
[[4] Dallyn P., El-Hamalawi A., Palmeri A., Wear in large diameter grouted connections for offshore wind energy converters, Proceedings of the 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures, Singapore: National University of Singapore, 2012, 8.10.3850/978-981-07-2615-7_218]Search in Google Scholar
[[5] Philipponnat G., Methode pratque de calcul d'un pieu isole a l'aide du penetrometer statique, Revue Francaise de Geotechnique, 1980, 10, 55–64.10.1051/geotech/1980010055]Search in Google Scholar
[[6] Bustamante M., Gianeselli L., Pile bearing capacity predictions by means of static penetrometer CPT, Proc., 2nd European Symp. On Penetration Testing, ESOPT-II, Amsterdam, The Netherlands, 1982, Vol. 2, 493–500.]Search in Google Scholar
[[7] Gwizdała K., Stęczniewski M., Dyka I., Wykorzystanie sondowań statycznych do obliczania nośności i osiadań pali, Nowoczesne Budownictwo Inżynieryjne, 2009, 4(25).]Search in Google Scholar
[[8] Gwizdała K., Fundamenty palowe, technologie i obliczenia, t. 1, Wydawnictwo Naukowe PWN, Warszawa 2010.]Search in Google Scholar
[[9] PN-83/B-02482. Fundamenty budowlane. Nośność pali i fundamentów palowych.]Search in Google Scholar
[[10] PN-EN 1997-1:2008, Eurocode 7 Geotechnical Design, PKN, Warsaw, Poland.]Search in Google Scholar
[[11] PN-B-03300. Konstrukcje zespolone stalowo-betonowe. Obliczenia statyczne i projektowanie. Polski Komitet Normalizacyjny, August 2006.]Search in Google Scholar