Correlation of SPT N and CPT parameters of Dhaka Soil

Karim, Rifah; Nabila, Anika Tahsin; Sayeed, Nazifa

IUT Repository Home
→
Civil and Environmental Engineering (CEE)
→
Thesis
→
Undergraduate
→
2021
→
View Item

dc.contributor.author	Karim, Rifah
dc.contributor.author	Nabila, Anika Tahsin
dc.contributor.author	Sayeed, Nazifa
dc.date.accessioned	2022-04-30T06:11:24Z
dc.date.available	2022-04-30T06:11:24Z
dc.date.issued	2021-03-30
dc.identifier.citation	[1] Alam, M.K., Hasan, A. K. M. S. M., Khan, R., & Whitney, J.W. (1990), “Geological Map of Bangladesh’, Dhaka: Geological Survey of Bangladesh, Scientific Res. [2] Elkateb, T. M., & Ali, H.E., (2010). CPT-SPT correlations for calcareous sand in the Persian Gulf area. 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA, May 2010 [3] Jarushi, F., Alkaabim, S., & Cosentino, P.(2015). A New Correlation between SPT and CPT for VariousSoils. International Journal of Environmental, Ecological, Geological and Geophysical Engineering. 9. 101-107. [4] Lunne, T., P.K. Robertson, and J.J.M Powell. Cone Penetration Testing in Geotechnical Practice. U. K.: Blackie Academic/Chapman-Hall Publishers, 1997. [5] [Coduto, D. P. ( 2001). Foundation Design: Principles and Practices. Upper Saddle River: Prentice Hall [6] Robertson, P.K., and R.G. Campanella. Guidelines for Use and Interpretation of the Electrical Cone Penetration Test, 3rd ed. Gaithersburg, MD: Hogentogller & Co., 1986. [7]M. M. Shahien, “SPT-CPT Correlations for Nile Delta Silty Sand Deposits in Egypt,” Cpt14, no.August, pp. 699–708, 2014. [8]Bashar Tarawneh, “Correlation of standard and cone penetration tests for sandy and silty sand to sandy silt soil,” Electron. J. Geotech. Eng., vol. 19, pp. 6717–6727, 2014. [9]Z. G. O. Kara, “Correlation between CPT and SPT in Adapazari, Turkey,” 2nd Int. Symp. Cone Penetration Test., vol. 2, p. 8, 2010. [10]I. Feda Aral and E. Gunes, “Correlation of Standard and Cone Penetration Tests: Case Study from Tekirdag (Turkey),” IOP Conf. Ser. Mater. Sci. Eng., vol. 245, no. 3, 2017, doi: 10.1088/1757-899X/245/3/032028. [11]M. Alam et al., “Empirical SPT-CPT correlation for soils from Lahore, Pakistan,” IOP Conf. Ser. Mater. Sci. Eng., vol. 414, no. 1, 2018, doi: 10.1088/1757-899X/414/1/012015. [12]M. Asci, C. Kurtulus, I. Kaplanvural, and M. O. Mataracioglu, “Correlation of SPT-CPT Data from the Subsidence Area in Gölcük, Turkey,” Soil Mech. Found. Eng., vol. 51, no. 6, pp. 268– 272, 2015, doi: 10.1007/s11204-015-9288-x. 53 [13]G. Studies, N. Sultana, and R. C. Malo, “Correlations between CPT , SPT and Soil Parameters for Khulna ,” vol. 1, no. 1, pp. 27–32, 2020, doi: 10.5281/zenodo.3741371. [14]S. Papamichael and C. Vrettos, “CPT interpretation and correlations to SPT for near-shore marine mediterranean soils,” Cone Penetration Test. 2018 - Proc. 4th Int. Symp. Cone Penetration Testing, CPT 2018, no. June, pp. 499–504, 2018. [15]M. Elbanna, J. Quinn, and S. Martens, “SPT – CPT Correlations for Oilsands Tailings Sand,” Proc. Tailings Mine Waste, no. October, 2011. [16] Robertson, P., CPT-DMT Correlations. Journal of Geotechnical and Geoenvironmental Engineering, 2009. 135(11): p. 1762-1771 [17] Ahmadi, Mohammad & Robertson, P.. (2011). Thin-layer effects on the CPT qc measurement. Canadian Geotechnical Journal. 42. 1302-1317. 10.1139/t05-036. [18] Holtz, Robert D., and William D. Kovacs. An Introduction to Geotechnical Engineering. Englewood, New Jersey: Prentice-Hall, Inc., 1981. [19] Chang, C.S., Yin, Z.-Y., 2011. Micromechanical modeling for behavior of silty sand with influence of fine content. Int. J. Solids Struct. 48, 2655–2667. [20] Ye Yincan et al, Marine Geographic and Geological Environment of China, Marine Geo-Hazards in China, Elsevier, 2017, Pages 35-75, ISBN 9780128127261, https://doi.org/10.1016/B978- 0-12-812726-1.00002-4. [21] Skempton, A.W. (1986), Standard Penetration Test Procedures and the Effects in Sands of Overburden Pressure, Relative Density, Particle Size, Aging and Over Consolidation, Geotechnique, 36(3): 425-427	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/1454
dc.description	Supervised by Dr. Hossain Md. Shahin, Professor, Department of Civil and Environmental Engineering (CEE) Islamic University of Technology (IUT) Board Bazar, Gazipur, Bangladesh	en_US
dc.description.abstract	Standard Penetration Test (SPT) is a very common situ test all over the world for its simplicity. Whereas Cone Penetration Test (CPT) is recently getting popular for its accuracy. Both the tests are necessary for the study of stratigraphy of soil and to find out important geotechnical properties of subsurface soil. Many empirical studies have been conducted based on the correlations of parameters of the two in-situ tests. Dhaka soil is mostly sandy with a mixture of silt and clay. In this study, correlation among the sleeve friction, cone penetration resistance from CPT and N value from SPT. The n ratio for Dhaka soil was compared with those from other literatures. Also, Multiple Linear Regression Analysis has been done with the help of MATLAB for the generation of N-value prediction multi-linear equations for various soil types. Verifications of the N value prediction for sandy Dhaka soil shows that the study requires some improvements that addition of fine content is to be done.	en_US
dc.language.iso	en	en_US
dc.publisher	Department of Civil and Environmental Engineering (CEE), Islamic University of Technology (IUT), Board Bazar, Gazipur, Bangladesh	en_US
dc.subject	SPT-CPT, Dhaka soil, Correlation, Multiple linear regression.	en_US
dc.title	Correlation of SPT N and CPT parameters of Dhaka Soil	en_US
dc.type	Thesis	en_US