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Analysis of the pile skin resistance formation


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Briaud J.L. (2013). Geotechnical engineering: unsaturated and saturated soils, Wiley, New Jersey. p. 575. BriaudJ.L. 2013 Geotechnical engineering: unsaturated and saturated soils Wiley New Jersey 575 10.1002/9781118686195 Search in Google Scholar

Dunnicliff J. (1988). Geotechnical instrumentation for monitoring field performance. Wiley. Washington. DunnicliffJ. 1988 Geotechnical instrumentation for monitoring field performance Wiley Washington Search in Google Scholar

Fellenius B.H. (2001) From strain measurements to load in an instrumented pile. Geotechnical News Magazine, Vol. 19, No. 1, pp. 35–38. FelleniusB.H. 2001 From strain measurements to load in an instrumented pile Geotechnical News Magazine 19 1 35 38 Search in Google Scholar

Fellenius B.H. (2002). Determining the true distributions of load in instrumented piles. ASCE International Deep Foundation Congress “Down to Earth Technology”. Orlando, Florida. FelleniusB.H. 2002 Determining the true distributions of load in instrumented piles ASCE International Deep Foundation Congress “Down to Earth Technology” Orlando, Florida 10.1061/40601(256)104 Search in Google Scholar

Fellenius B.H. (2006) Results from long-term measurement in piles of drag load and downdrag, Canadian Geotechnical Journal, Vol. 43, No. 4, pp. 409–430. FelleniusB.H. 2006 Results from long-term measurement in piles of drag load and downdrag Canadian Geotechnical Journal 43 4 409 430 10.1139/t06-009 Search in Google Scholar

Fellenius B.H., Kim S.R., Chung S.G. (2009) Long-term monitoring of strain in instrumented piles, ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol. 135, No. 11, pp. 1583–1595. FelleniusB.H. KimS.R. ChungS.G. 2009 Long-term monitoring of strain in instrumented piles ASCE Journal of Geotechnical and Geoenvironmental Engineering 135 11 1583 1595 10.1061/(ASCE)GT.1943-5606.0000124 Search in Google Scholar

Kacprzak G. M. (2018) Współpraca fundamentu płytowopalowego z podłożem gruntowym, Oficyna Wydawnicza Politechniki Warszawskiej, Warszawa KacprzakG. M. 2018 Współpraca fundamentu płytowopalowego z podłożem gruntowym Oficyna Wydawnicza Politechniki Warszawskiej Warszawa Search in Google Scholar

Krasiński A., Kusio T. (2015). Pile model tests using strain gauge technology. Studia Geotechnica et Mechanica. Vol. 37, No. 3. KrasińskiA. KusioT. 2015 Pile model tests using strain gauge technology Studia Geotechnica et Mechanica 37 3 10.1515/sgem-2015-0032 Search in Google Scholar

Krasiński A., Sikora Z., Kusio T. (2013) Scientific report of pile bearing capacity prepared for Keller Sp. Z o. o., Gdańsk KrasińskiA. SikoraZ. KusioT. 2013 Scientific report of pile bearing capacity prepared for Keller Sp. Z o. o. Gdańsk Search in Google Scholar

Krasiński A., Wiszniewski M. (2017). Static load test on instrumented pile – field data and numerical simulations. Studia Geotechnica et Mechanica, Vol. 39, No. 3. KrasińskiA. WiszniewskiM. 2017 Static load test on instrumented pile – field data and numerical simulations Studia Geotechnica et Mechanica 39 3 10.1515/sgem-2017-0026 Search in Google Scholar

Meyer Z., Kowalów M. (2010) Model krzywej aproksymującej wyniki testów statycznych pali, Inżynieria Morska i Geotechnika, Vol. 3. pp. 438–441. MeyerZ. KowalówM. 2010 Model krzywej aproksymującej wyniki testów statycznych pali Inżynieria Morska i Geotechnika 3 438 441 Search in Google Scholar

Meyer Z., Siemaszko P. (2019) Static load test analysis based on soil field investigations, Bulletin of the Polish Academy of Sciences Technical Sciences, Vol. 67, No. 2. pp. 329–337. MeyerZ. SiemaszkoP. 2019 Static load test analysis based on soil field investigations Bulletin of the Polish Academy of Sciences Technical Sciences 67 2 329 337 Search in Google Scholar

Meyer Z., Stachecki K. (2018) Static load test curve (Q–s) conversion in to pile of different size. Ann. Warsaw Univ. Life Sci. – SGGW, Vol. 50. pp. 171–182. MeyerZ. StacheckiK. 2018 Static load test curve (Q–s) conversion in to pile of different size Ann. Warsaw Univ. Life Sci. – SGGW 50 171 182 10.2478/sggw-2018-0014 Search in Google Scholar

Meyer Z., Żarkiewicz K. (2018). Skin and toe resistance mobilisation of pile during laboratory static load test, Studia Geotechnica et Mechanica, Vol. 40. pp. 1–5. MeyerZ. ŻarkiewiczK. 2018 Skin and toe resistance mobilisation of pile during laboratory static load test Studia Geotechnica et Mechanica 40 1 5 10.2478/sgem-2018-0001 Search in Google Scholar

Thilakasiri H.S.(2007). Qualitative interpretation of load-settlement curves of bored piles. Engineer, Vol. 40, No. 4. pp. 61–68. ThilakasiriH.S. 2007 Qualitative interpretation of load-settlement curves of bored piles Engineer 40 4 61 68 10.4038/engineer.v40i4.7155 Search in Google Scholar

Wrana B. (2015). Pile load capacity – calculations methods. Studia Geotechnica et Mechanica. Vol. 37, No. 4. WranaB. 2015 Pile load capacity – calculations methods Studia Geotechnica et Mechanica 37 4 10.1515/sgem-2015-0048 Search in Google Scholar

Żarkiewicz K., PhD. (2017) Analysis of pile shaft bearing capacity formation in non-cohesive soils based on laboratory model investigation, West Pomeranian University of Technology in Szczecin, Szczecin. ŻarkiewiczK.PhD. 2017 Analysis of pile shaft bearing capacity formation in non-cohesive soils based on laboratory model investigation West Pomeranian University of Technology in Szczecin Szczecin Search in Google Scholar

eISSN:
2083-831X
Język:
Angielski
Częstotliwość wydawania:
4 razy w roku
Dziedziny czasopisma:
Geosciences, other, Materials Sciences, Composites, Porous Materials, Physics, Mechanics and Fluid Dynamics