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Feb 22, 2024

Evaluation of Ground Improvement with Dynamic Replacement and Rapid Impact Compaction of an Artificial Island in the UAE—A Case Study

Publication: Geo-Congress 2024

ABSTRACT

Dynamic replacement (DR) and rapid impact compaction (RIC) are techniques to improve the geotechnical properties of in situ soils. Dynamic compaction has been extensively used to improve the artificial islands constructed with hydraulic fills; however, the efficacy of a combination of DR and RIC has not been reported for hydraulic fills of artificial islands. This paper presents the results of ground improvement from simultaneous use of DR and RIC in improving the granular fill of a 45,000 m2 area of an artificial island near Ras Al-Khaimah in the United Arab Emirates (UAE). The lower granular fill is improved with DR, whereas the second layer is improved with RIC. A series of field tests such as cone penetration test (CPT) are conducted before and after the improvement. The results of the field tests show that the DR as well as RIC caused significant improvement in physical properties of the compacted soils and the desired improvement is achieved within the influence zone of the planned structures at the required depths.

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REFERENCES

ASTM. (2016). Standard Test Method for Nonrepetitive Static Plate Load Tests of Oils and Flexible Pavement Components, for Use in Evaluation and Design of Airport and Highway Pavements, Standard D1196/D1196M. West Conshohocken, PA.
Bisch, P., Carvalho, E., Degee, H., Fajfar, P., Fardis, M., Franchin, P., and Tsionis, G. (2012). Eurocode 8: Seismic Design of Buildings Worked Examples. Luxembourg: Publications Office of the European Union.
Boulanger, R. W., and Idriss, I. M. (2014). CPT And SPT Based Liquefaction Triggering Procedures., 1.
Dynamic Replacement: Technologies. Trevi. (n.d.). https://www.trevispa.com/en/Technologies/dynamic-replacement.
Frank, R. (2014). Eurocode7 on Geotechnical design: A Code for Soil‐Structure Interaction. Journal of applied engineering science & technology, 1(1), 1–10.
Juang, C. H., Fang, S. Y., and Khor, E. H. (2006). First-order Reliability Method for Probabilistic Liquefaction Triggering Analysis using CPT. Journal of Geotechnical and Geoenvironmental Engineering, 132(3), 337–350.
Khalil, A., Khan, Z., Attom, M., Fattah, K., Ali, T., and Mortula, M. (2023). Continuous Evaluation of Shear Wave Velocity from Bender Elements During Monotonic Triaxial Loading. Materials, 16(2), 766.
Khalil, A., Khan, Z. H., Attom, M., El Emam, M., and Fattah, K. (2022). Dynamic Properties of Calcareous Sands From Urban Areas of Abu Dhabi. Applied Sciences, 12(7), 3325.
Schmertmann, J. H. (1970). Static Cone to Compute Static Settlement Over Sand. Journal of the Soil Mechanics and Foundations Division, 96(3), 1011–1043.
Robertson, P. K., Campanella, R. G., and Wightman, A. (1983). SPT–CPT correlations. ASCE J Geotech Eng Div, 109(11), 449–1459.
Sękowski, J., Kwiecień, S., and Kanty, P. (2018). The Influence of Dynamic Replacement Method on the Adjacent Soil. International Journal of Civil Engineering, 16, 1515–1522.
Tarawneh, B., Bodour, W. A., Shatnawi, A., and Al Ajmi, K. (2019). Field Evaluation and Behavior of the Soil Improved using Dynamic Replacement. Case Studies in Construction Materials, 10, e00214.
Hamidi, B., Nikraz, H., Yee, K., Varaksin, S., and Wong, L. T. (2010, June). Ground Improvement in Deep Waters using Dynamic Replacement. In The Twentieth International Offshore and Polar Engineering Conference. OnePetro.

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Go to Geo-Congress 2024
Geo-Congress 2024
Pages: 116 - 125

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Published online: Feb 22, 2024

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Ahmed Khalil, S.M.ASCE [email protected]
1Materials Science and Engineering Program, College of Arts and Sciences, Sharjah; Dept. of Civil Engineering, American Univ. of Sharjah, Sharjah. ORCID: https://orcid.org/0000-0002-6054-1920. Email: [email protected]
Zahid Khan, Ph.D., P.Eng. [email protected]
2AECOM, Calgary, AB, Canada. Email: [email protected]
Mousa Attom, Ph.D. [email protected]
3Materials Science and Engineering Program, College of Arts and Sciences, Sharjah. Email: [email protected]
Omer Khalafalla [email protected]
4Ali & Sons Contracting Company LLC, Abu Dhabi. Email: [email protected]

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