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Dynamic replacement (DR) is a ground improvement technique that has been used now for almost 50 years. During the formation of a DR column a crater is created which is then filled with a coarse material and compacted again. The length, diameter and shape of such a column cannot be observed directly, which makes the design and execution more troublesome. In the article presented are the dimensions and shapes of 18 columns from eight different test fields. They were formed by means of pounders of various masses (9 or 11.5 Mg) and dimensions (1.00 or 1.05 m in diameter, 1.8 or 2.0 m in height). Based on the observations and measurements, it was concluded that the shape and diameter of a DR column is influenced by the parameters of the soft soil that is supposed to be improved (its thickness, physical state and location in the profile), as well as by the diameter of the pounder. It was revealed that, as the length of the columns increased, the column shapes changed from: a cylinder, through a truncated cone, a barrel to an asymmetric barrel. The diameters of all of the columns were 1.4–2.8 times larger than the diameters of the used pounders and the largest values were noted along the depth of the weakest layer. The presented results may be useful to the profession. When the thickness of the weak soil, its type and state are known and the technological parameters are similar to the ones presented in this paper, it is possible to predict the shape and diameter of the columns depending on the diameter of the pounder.
Czasopismo
Rocznik
Tom
Strony
71--84
Opis fizyczny
Bibliogr. 28 poz.
Twórcy
autor
- Assoc. Prof. PhD, DSc; Department of Geotechnics and Roads, Faculty of Civil Engineering, Silesian Universityof Technology, Gliwice, Poland
autor
- PhD; Assist. Prof. PhD; Department of Geotechnics and Roads, Faculty of Civil Engineering, Silesian Universityof Technology, Gliwice, Poland
Bibliografia
- [1] Hamidi, B. (2014). Distinguished Ground Improvement Projects by Dynamic Compaction or Dynamic Replacement (PhD thesis, Curtin University), Australia, Bentley.
- [2] 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.
- [3] 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.
- [4] Kumar, S. (2001). Reducing liquefaction potential using dynamic compaction and construction of stone columns. Geotechnical and Geological Engineering, 19, 169–182.
- [5] 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.
- [6] 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.
- [7] 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.
- [8] 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.
- [9] Barron, R. (1948). Consolidation of fine-grained soils by drain wells. Transactions ASCE, 113, 718–742.
- [10] Hansbo, S. (1981). Consolidation of fine-grained soils by prefabricated drains. Proc.10th Conf. Soil Mechanics and Foundations Engineering, 3, 677–682.
- [11] 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.
- [12] Castro, J., Karstunen, M., & Sivasihamparam, N. (2014). Influence of stone column installation on settlement reduction. Computers and Geotechnics, 59, 87–97.
- [13] 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.
- [14] 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.
- [15] 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.
- [16] Castro, J. (2017). Modeling stone columns. Materials, 10(7), 782, 1–23.
- [17] 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.
- [18] 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.
- [19] 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.
- [20] Wong, P. (2004). Ground Improvement Case Studies Chemical Lime Piles and Dynamic Replacement. Australian Geomechanics Society Journal, 39(2), 1–15.
- [21] 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.
- [22] 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.
- [23] 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.
- [24] 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.
- [25] 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.
- [26] 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.
- [27] 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.
- [28] ISO 14688:2017. Geotechnical investigation and testing — Identification and classification of soil.
Typ dokumentu
Bibliografia
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