This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
Hamidi, B. (2014). Distinguished Ground Improvement Projects by Dynamic Compaction or Dynamic Replacement (PhD thesis, Curtin University), Australia, Bentley.HamidiB.2014Australia, BentleySearch in Google Scholar
Stinnette, P., Gunaratne, M., Mullins, G., & Thilakasiri, S. (1997). A quality control programme for performance evaluation of dynamic replacement of organic soil deposits. Geotechnical and Geological Engineering, 15, 283–302.StinnetteP.GunaratneM.MullinsG.ThilakasiriS.1997A quality control programme for performance evaluation of dynamic replacement of organic soil deposits15283302Search in Google Scholar
Chua, Ch., Lai, M., Hoffmann, G., & Hawkins, B. (2008). Ground improvement using dynamic replacement for NCIG Cet3 Coal Stockyard. Australian Geomechanics, 43(3), 63–74.ChuaCh.LaiM.HoffmannG.HawkinsB.2008Ground improvement using dynamic replacement for NCIG Cet3 Coal Stockyard4336374Search in Google Scholar
Kumar, S. (2001). Reducing liquefaction potential using dynamic compaction and construction of stone columns. Geotechnical and Geological Engineering, 19, 169–182.KumarS.2001Reducing liquefaction potential using dynamic compaction and construction of stone columns19169182Search in Google Scholar
Chua, Ch., Lai, M., Hoffmann, G., & Hawkins, B. (2008). Ground improvement using dynamic replacement for NCIG Cet3 Coal Stockyard. Australian Geomechanic, 43(3), 63–74.ChuaCh.LaiM.HoffmannG.HawkinsB.2008Ground improvement using dynamic replacement for NCIG Cet3 Coal Stockyard4336374Search in Google Scholar
Wong, P., Lacazedieu, M. (2004). Dynamic Replacement Ground Improvement – Field performance Versus Design Prediction for the Alexandria City Centre Project. Advances in geotechnical engineering: The Skempton conference, 1193–1204.WongP.LacazedieuM.2004Dynamic Replacement Ground Improvement – Field performance Versus Design Prediction for the Alexandria City Centre ProjectSearch in Google Scholar
Sękowski. J., Kwiecień, S., & Kanty, P. (2018). The Influence of Dynamic Replacement Method on the Adjacent Soil. International Journal of Civil Engineering, 16(10), 1515–1522.SękowskiJ.KwiecieńS.KantyP.2018The Influence of Dynamic Replacement Method on the Adjacent Soil161015151522Search in Google Scholar
Kanty, P., Sternik, K., & Kwiecień, S. (2015). Numerical analysis of consolidation of embankment subsoil reinforced with dynamic replacement stone columns. Czasopismo Techniczne, 112(2), 79–100.KantyP.SternikK.KwiecieńS.2015Numerical analysis of consolidation of embankment subsoil reinforced with dynamic replacement stone columns112279100Search in Google Scholar
Barron, R. (1948). Consolidation of fine-grained soils by drain wells. Transactions ASCE, 113, 718–742.BarronR.1948Consolidation of fine-grained soils by drain wells113718742Search in Google Scholar
Hansbo, S. (1981). Consolidation of fine-grained soils by prefabricated drains. Proc.10th Conf. Soil Mechanics and Foundations Engineering, 3, 677–682.HansboS.1981Consolidation of fine-grained soils by prefabricated drains3677682Search in Google Scholar
Indraratna, B.,& Redana, I. (2000). Numerical modeling of vertical drains with smear and well resistance installed in soft Clay. Canadian Geotechnical Journal, 37, 132–145.IndraratnaB.RedanaI.2000Numerical modeling of vertical drains with smear and well resistance installed in soft Clay37132145Search in Google Scholar
Castro, J., Karstunen, M., & Sivasihamparam, N. (2014). Influence of stone column installation on settlement reduction. Computers and Geotechnics, 59, 87–97.CastroJ.KarstunenM.SivasihamparamN.2014Influence of stone column installation on settlement reduction598797Search in Google Scholar
Han, J., & Ye, S. (2001). Simplified method for consolidation rate of stone column reinforced foundations. Journal of Geotechnical and Geoenvironmental Engineering ASCE, 127(7), 597–603.HanJ.YeS.2001Simplified method for consolidation rate of stone column reinforced foundations1277597603Search in Google Scholar
Hassen, G., de Buhan, P., & Abdelkrim, M. (2010). Finite element implementation of a homogenized constitutive law for stone column-reinforced foundation soils, with application to the design of structures. Computers and Geotechnics, 37, 40–49.HassenG.de BuhanP.AbdelkrimM.2010Finite element implementation of a homogenized constitutive law for stone column-reinforced foundation soils, with application to the design of structures374049Search in Google Scholar
Kwiecień, S. (2021). Influence of load plates diameters, shapes of columns and columns spacing on results of load plate tests of columns formed by dynamic replacement. Sensors, 21(14), 1–20.KwiecieńS.2021Influence of load plates diameters, shapes of columns and columns spacing on results of load plate tests of columns formed by dynamic replacement2114120Search in Google Scholar
Castro, J. (2017). Modeling stone columns. Materials, 10(7), 782, 1–23.CastroJ.2017Modeling stone columns107782123Search in Google Scholar
Razeghi, H. R., Niroumand, B., & Ghiassian, H. (2011). A field study of the behavior of small-scale single rammed aggregate piers, testing methodology and interpretation. Scientia Iranica, 18(6), 1198–1206.RazeghiH. R.NiroumandB.GhiassianH.2011A field study of the behavior of small-scale single rammed aggregate piers, testing methodology and interpretation18611981206Search in Google Scholar
Tarawneh, B., AL Bodour, W., Shatnawi, A., & Al Ajmib, K. (2019). Field evaluation and behavior of the soil improved using dynamic replacement. Case Studies in Construction Materials, 10. 1–11.TarawnehB.AL BodourW.ShatnawiA.Al AjmibK.2019Field evaluation and behavior of the soil improved using dynamic replacement10111Search in Google Scholar
Varaksin, S., & Hamidi, B. (2012). Ground improvement case histories and advances in practice. In B. Indraratna, Ch. Rujikiatkamjorn, & J. Vinod (Eds.), Proceedings of the International Conference on Ground Improvement and Ground Control. Research Publishing, Singapore, Singapore, 209–222.VaraksinS.HamidiB.2012Ground improvement case histories and advances in practiceInIndraratnaB.RujikiatkamjornCh.VinodJ.(Eds.)Research Publishing, SingaporeSingapore209222Search in Google Scholar
Wong, P. (2004). Ground Improvement Case Studies Chemical Lime Piles and Dynamic Replacement. Australian Geomechanics Society Journal, 39(2), 1–15.WongP.2004Ground Improvement Case Studies Chemical Lime Piles and Dynamic Replacement392115Search in Google Scholar
Yee, Y., & Chua, C. (2009). Ground improvement techniques for east coast expressway phase 2, Malaysia. In C. F. Leung, J. Chu, & R. F. Shen (Eds.), Ground Improvement Technologies and Case Histories. Research Publishing Services, Singapore, Singapore, 705–712.YeeY.ChuaC.2009Ground improvement techniques for east coast expressway phase 2, MalaysiaInLeungC. F.ChuJ.ShenR. F.(Eds.)Research Publishing Services, SingaporeSingapore705712Search in Google Scholar
Kwiecień, S. (2008). Analiza teoretyczna i doświadczalna wzmocnienia podłoża metodą wymiany dynamicznej (Theoretical and experimental analysis of ground improvement by dynamic replacement method, PhD thesis, Silesian University of Technology), Gliwice, Poland, Gliwice.KwiecieńS.2008Gliwice, Poland, GliwiceSearch in Google Scholar
Kwiecień, S., & Sękowski, J. (2008). Research on the shape of stone columns formed in the ground with the use of dynamic replacement method. Architecture Civil Engineering Environment, 1(2), 65–72.KwiecieńS.SękowskiJ.2008Research on the shape of stone columns formed in the ground with the use of dynamic replacement method126572Search in Google Scholar
Kwiecień, S., & Sękowski, J. (2012). Kolumny kamienne formowane w technologii wymiany dynamicznej (Stone columns formed with the use of dynamic replacement technology). Gliwice: Silesian University of Technology Publishing House.KwiecieńS.SękowskiJ.2012GliwiceSilesian University of Technology Publishing HouseSearch in Google Scholar
Lo, K. W., Lee, S. L., & Ooi, P. L. (1990). Unified approach to ground improvement by heavy tamping. Journal of Geotechnical Engineering, 116(3): 514–527.LoK. W.LeeS. L.OoiP. L.1990Unified approach to ground improvement by heavy tamping1163514527Search in Google Scholar
Gunaratne, M., Mullins, G., Stinnette, P. & Thilakasiri, S. (1997). Stabilization of Florida organic material by dynamic replacement. Department of Civil and Environmental Engineering, Tampa, Florida, Final report of State Project no. 99700-3541-119.GunaratneM.MullinsG.StinnetteP.ThilakasiriS.1997Department of Civil and Environmental EngineeringTampa, FloridaFinal report of State Project no. 99700-3541-119Search in Google Scholar
Sękowski, J., Kwiecień, S., & Kanty, P. (2013). Badania polowe kształtu wbijanych kolumn kamiennych z wykorzystaniem metody elektrooporowej (Field tests of the shape of dynamic replacement stone columns using the electrical resistivity method). Inżynieria Morska i Geotechnika, 4, 523–527.SękowskiJ.KwiecieńS.KantyP.2013Badania polowe kształtu wbijanych kolumn kamiennych z wykorzystaniem metody elektrooporowej (Field tests of the shape of dynamic replacement stone columns using the electrical resistivity method)4523527Search in Google Scholar
ISO 14688:2017. Geotechnical investigation and testing — Identification and classification of soil.ISO 14688:2017Search in Google Scholar