Abstract
Artificial islands near Dubai were constructed with geomaterials of significant gravel content from other areas of the United Arab Emirates (UAE). The fills were dynamically compacted and their present geotechnical properties are unknown. Large development projects are being proposed on the islands that will require extensive field testing to characterize the fills because existing correlations developed for nearby natural soils are not representative. The main focus of this study is to develop correlations between Standard Penetration Test (SPT), Cone Penetration Tests (CPT), and shear wave velocity (Vs) measurements applicable to the compacted fills with high gravel content. More than fifty (50) SPT and similar number of CPT tests are performed on a large area of the island. A number of Multi-Channel Analysis of Surface Waves (MASW) and Downhole Seismic (DHS) tests are conducted to measure the distribution of Vs with depth and imaging. The data is analyzed to develop correlations between SPT and CPT and between SPT and Vs. The proposed correlation between SPT and CPT generally does not agree with existing correlations for coarse grained soils. This study predicts larger values of tip resistance (qc) with N60 values. The predicted Vs values as function of N60; however, are comparable with some prediction equations in the literature. The Vs values from MASW and DHS for the fill are comparable on average; however, reliability of DHS increases with depth. The results from all tests reveal the inadequacy of earlier dynamic compaction in achieving consistent and uniform densification.
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References
Al-Farraj A, Harvey AM (2000) Desert pavement characteritics on wadi terrace and alluvial fan surfaces, Wadi Al- Bih, UAE, and Oman. Geomorphology 35:279–297
Akca N (2003) Correlation of SPT–CPT data from the United Arab Emirates. Eng Geol 67:219–231
Anbazhagan P, Kumar A, Sitharam TG (2012) Seismic site classification and correlation between standard penetration test N value and shear wave Lucknow city in In-do-Gangetic Basin. Pure Appl Geophys 170(3):299–318
Andrus RD, Piratheepan P, Ellis BS, Zhang J, Juang CH (2004) Comparing liquefaction evaluation methods using penetration-vs relationships. Soil Dyn Earthq Eng 24:713–721
ASTM D7400-19 (2019) Standard Test Methods for Downhole Seismic Testing, ASTM International, West Conshohocken, PA, www.astm.org
ASTM D1586-18 (2018) Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils, ASTM International, West Conshohocken, PA, www.astm.org
BS1377 (1995) Methods of test for soils for civil engineering purposes - AMD8264–95. British Standards, London, www.bsigroup.com
Cascante G, Santamarina JC (1997) Low strain measurements using random noise excitation. Geotech Test J (ASTM) 20(1):29–39
Chin C, Shaw-Wei D, Tsung-Chung K (1988) SPT-CPT correlations for granular soils. 1st Int'l Symposium on Penetration Testing, pp 335–339
Douglas BJ, Olsen RS (1981) Soil classification using electric cone penetrometer. In: Proceedings of conference on cone penetration testing and experience, St. Louis, pp 209–227
Dikmen U (2009) Statistical correlations of shear wave velocity and penetration resistance for soils. J Geophys Eng (IOP) 6:61–72
Hanumantharao C, Ramana GV (2008) Dynamic soil properties for microzonation of Delhi, India. J Earth Syst Sci S2:117
Homoud AS, Wehr W (2006) Experience of vibrocompaction in calcareous sand of UAE. Geotech Geol Eng 24:757–774
Jarushi F, AlKaabim S, Cosentino P (2015) A new correlation between SPT and CPT for Various Soils. Int J Geol Environ Eng 9(2):101–107
Khan Z, Aqeel A, Bismillah N (2016) Variation of shear wave velocity with SPT-N values for Sharjah, UAE. Int J Geotech Eng 10(1):46–51
Khan Z, Cascante G, Moayerian S, Grabinsky M (2013) Evaluation of transfer function and dynamic properties from strain-controlled resonant column tests. Geotech Test J (ASTM) 36(3):352–359
Konno K, Ohmachi T (1998) Ground-motion characteristics estimated from spectral ratio between horizontal and vertical components of microtremor. Bull Seismol Soc Am 88(1):228–241
Kulhawy FH, Mayne PW (1990) Manual on Estimating Soil Properties for Foundation Design. Electric Power Research Institute, Palo Alto, California
Lai CG, Rix GJ (2005) Surface waves in dissipative media: forward and inverse modelling. In: Lai CG, Wilmanski K (eds) Surface waves in geomechanics: direct and inverse modeling for soils and rocks. CISM Lecture Notes Vol. No. 481, Springer-Verlag, pp 385
Lunne T, Eidsmoen T, Gillespie D, Howland JD (1986) Laboratory and field evaluation of cone penetrometers. In: Proceedings of the In Situ Testing (ASCE), pp 714–729
Nicolas A, Boudier F, Ildefonse B, Ball E (2000) Accretion of Oman and United Arab Emirates ophiolite—discussion of a new structural map. Mar Geophys Res 21:147–179
Oppenheim AV, Schafer R, Buck J (1999) Discrete-time signal processing. Prentice Hall, Upper Saddle River
Robertson AHF (1987) The transition from a passive margin to an upper Cretaceous foreland basin related to ophiolite emplacement in the Oman mountains. Geol Soc Am Bull 99:633–653
Robertson PK, Campanella RJ, Wightman A (1983) SPT-CPT Correlations. J Geotech Eng (ASCE) 109(11):1449–1459
Robertson AHF (1983) Sedimentological and structural evolution of the Arabian continental margin in the Musandam mountains and Dibba zone. Geol Soc Am Bull 94:1381–1400
Tarawneh B (2014) Correlation of Standard and Cone Penetration tests for sandy and silty sand to sandy silt soil. EJGE 19:6717–6727
Tiggelman L, Beukema HJ (2008) Sounding ring investigation. In: Proceedings of the ISC-3 Taiwan, pp 757–762
Tsiambaos G, Sabatakakis N (2011) Empirical estimation of shear tests on soil formations in Greece. Bull Eng Geol Environ 70:291–297
Uma MR, Boominathan A, Dodagoudar GR (2010) Use of surface waves in statistical correlations of shear wave velocity and penetration resistance of Chennai soils. Geotech Geol Eng 28(2):119–137
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Khan, Z., Yamin, M., Attom, M. et al. Correlations between SPT, CPT, and Vs for Reclaimed Lands near Dubai. Geotech Geol Eng 40, 4109–4120 (2022). https://doi.org/10.1007/s10706-022-02143-4
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DOI: https://doi.org/10.1007/s10706-022-02143-4