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Published in: Arabian Journal for Science and Engineering 10/2020

13-06-2020 | Research Article - Civil Engineering

Correlation Between SPT and PMT for Sandy Silt: A Case Study from Kuala Lumpur, Malaysia

Authors: Mohd Faiz Mohammad Zaki, Mohd Ashraf Mohamad Ismail, Darvintharen Govindasamy

Published in: Arabian Journal for Science and Engineering | Issue 10/2020

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Abstract

In this study, the pressuremeter modulus (EM) and the unload–reload modulus (Eur) consisted of a wide range of data were correlated to blow counts (N60) using a maximum of 50 blows/300 mm and the extrapolated N60 of 300 blows/300 mm. A 3D model and statistical analysis were used to provide relevant justifications for the selection of this extrapolation method, considering that N60 was limited to 50 blows. In generating a 3D model, the N60 profile was developed using the inverse distance weighting method for predicting unsampled data between boreholes. Correlations were established for the sandy silt soil type that was observed as the dominant lithology in the Klang Valley Mass Rapid Transit line 1 project in Kuala Lumpur, Malaysia. A total 52 pressuremeter test and standard penetration test data pairs were obtained at depths ranging from 6 to 41.7 m within the Kenny Hill Formation (KHF) and the contact zone between the KHF and the limestone formation. This contact zone has shown distinct geological features with the characteristic of a lower N60 value underlying stiff strata. According to the EM/Eur ratio, the maximum value of 7 indicated that this zone is unpredicted in initial and unload–reload stiffness compared to the non-contact zone (the KHF only), with a maximum ratio of 3. Therefore, separate correlations were established to distinguish these zones. Strong correlations between N60 and EM were identified by splitting these zones. The proposed correlation was then compared with the previous research.

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Literature
6.
go back to reference Ameratunga, J.; Sivakugan, N.; Das, B.M.: Correlations of soil and rock properties in geotechnical engineering. Springer India, New Delhi (2016)CrossRef Ameratunga, J.; Sivakugan, N.; Das, B.M.: Correlations of soil and rock properties in geotechnical engineering. Springer India, New Delhi (2016)CrossRef
7.
go back to reference Lukas, R.G.: Pressuremeter testing for foundation design. In: Hussein, M.H., Anderson, J.B., Camp, W.M. (eds.) The Art of Foundation Engineering Practice, pp. 371–379. American Society of Civil Engineers, Virginia (2010)CrossRef Lukas, R.G.: Pressuremeter testing for foundation design. In: Hussein, M.H., Anderson, J.B., Camp, W.M. (eds.) The Art of Foundation Engineering Practice, pp. 371–379. American Society of Civil Engineers, Virginia (2010)CrossRef
8.
go back to reference Schanz, T.; Vermeer, P.A.; Bonnier, P.G.: The hardening soil model: formulation and verification. In: Beyond 2000 in Computational Geotechnics, pp. 281–296. Balkema, Rotterdam (1999) Schanz, T.; Vermeer, P.A.; Bonnier, P.G.: The hardening soil model: formulation and verification. In: Beyond 2000 in Computational Geotechnics, pp. 281–296. Balkema, Rotterdam (1999)
9.
go back to reference Mair, R.J.; Wood, D.M.: Pressuremeter Testing Methods and Interpretation. CIRIA, London (1987). (ISSN:0-408-02434-8) Mair, R.J.; Wood, D.M.: Pressuremeter Testing Methods and Interpretation. CIRIA, London (1987). (ISSN:0-408-02434-8)
11.
go back to reference Chiang, Y.C.; Ho, Y.M.: Pressuremeter method for foundation design in Hong Kong. In: Proceedings of Sixth Southeast Asian Conference on Soil Engineering, vol. 1, pp. 31–42 (1980) Chiang, Y.C.; Ho, Y.M.: Pressuremeter method for foundation design in Hong Kong. In: Proceedings of Sixth Southeast Asian Conference on Soil Engineering, vol. 1, pp. 31–42 (1980)
17.
go back to reference Jamiolkowski, M.; Lo Presti D.C.F.; Pallara O.: Role of in-situ testing in geotechnical earthquake engineering. In: Proceeding of the 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Missouri, 2–7 April, vol. II, pp. 1523–1546 (1995) Jamiolkowski, M.; Lo Presti D.C.F.; Pallara O.: Role of in-situ testing in geotechnical earthquake engineering. In: Proceeding of the 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Missouri, 2–7 April, vol. II, pp. 1523–1546 (1995)
19.
go back to reference Lee, C.P.: Palaeozoic stratigraphy. In: Hutchison, C.S., Tan, D.N.K. (eds.) Geology of Peninsular Malaysia, 1st edn, pp. 55–86. The University of Malaya and The Geological Society of Malaysia, Kuala Lumpur (2009) Lee, C.P.: Palaeozoic stratigraphy. In: Hutchison, C.S., Tan, D.N.K. (eds.) Geology of Peninsular Malaysia, 1st edn, pp. 55–86. The University of Malaya and The Geological Society of Malaysia, Kuala Lumpur (2009)
20.
go back to reference Hutchison, C.S.; Tan, D.N.K.: Geology of Peninsular Malaysia. University of Malaya, Kuala Lumpur (2009) Hutchison, C.S.; Tan, D.N.K.: Geology of Peninsular Malaysia. University of Malaya, Kuala Lumpur (2009)
21.
go back to reference Tan, B.K.: Urban geology of Kuala Lumpur and Ipoh, Malaysia. In: International Association of Engineering Geology (IAEG2006), pp. 1–7. London: The Geological Society of London (2006) Tan, B.K.: Urban geology of Kuala Lumpur and Ipoh, Malaysia. In: International Association of Engineering Geology (IAEG2006), pp. 1–7. London: The Geological Society of London (2006)
22.
go back to reference Geological map of peninsular Malaysia.: Department of Mineral and Geoscience Malaysia (2012) Geological map of peninsular Malaysia.: Department of Mineral and Geoscience Malaysia (2012)
23.
go back to reference Raj, J.K.: Geomorphology. In: Hutchison, C.S.; Tan, D.N.K. (eds.) Geology of Peninsular Malaysia, 1st edn, pp. 5–29. University of Malaya, Geological Society of Malaysia, Kuala Lumpur (2006) Raj, J.K.: Geomorphology. In: Hutchison, C.S.; Tan, D.N.K. (eds.) Geology of Peninsular Malaysia, 1st edn, pp. 5–29. University of Malaya, Geological Society of Malaysia, Kuala Lumpur (2006)
24.
go back to reference Mohamed, Z.; Rafek, A.G.; Komoo, I.: Characterisation and classification of the physical deterioration of tropically Weathered Kenny Hill rock for civil works. Electron. J. Geotech. Eng. 12, 1–26 (2007) Mohamed, Z.; Rafek, A.G.; Komoo, I.: Characterisation and classification of the physical deterioration of tropically Weathered Kenny Hill rock for civil works. Electron. J. Geotech. Eng. 12, 1–26 (2007)
25.
go back to reference BS1377: British Standard Methods of Test for Soils for civil engineering purposes: Part 9: In-Situ Tests. British Standards Institution, London (1990) BS1377: British Standard Methods of Test for Soils for civil engineering purposes: Part 9: In-Situ Tests. British Standards Institution, London (1990)
27.
go back to reference Cavallaro, A.; Grasso, S.; Maugeri, M.: Small strain stiffness by MPTs for site response analysis. In: Proceedings of the International Symposium on 60 Years of Pressuremeters, ISP’7—Pressio, Hammamet, 1–2 May, pp. 347–356 (2015) Cavallaro, A.; Grasso, S.; Maugeri, M.: Small strain stiffness by MPTs for site response analysis. In: Proceedings of the International Symposium on 60 Years of Pressuremeters, ISP’7—Pressio, Hammamet, 1–2 May, pp. 347–356 (2015)
29.
go back to reference Schnaid, F.: In Situ Testing in Geomechnaincs: The Main Tests. Taylor and Francis, Oxford (2009) Schnaid, F.: In Situ Testing in Geomechnaincs: The Main Tests. Taylor and Francis, Oxford (2009)
30.
go back to reference Baguelin, F.; Jezequel, J.F.; Shields, D.H.: The Pressuremeter and Foundation Engineering. Trans Tech. Publication, Clausthal (1978) Baguelin, F.; Jezequel, J.F.; Shields, D.H.: The Pressuremeter and Foundation Engineering. Trans Tech. Publication, Clausthal (1978)
31.
go back to reference ASTM-D4719.: Standard Test Method for Prebored Pressuremeter Testing in Soils. ASTM International, West Conshohocken, PA (2000) ASTM-D4719.: Standard Test Method for Prebored Pressuremeter Testing in Soils. ASTM International, West Conshohocken, PA (2000)
32.
go back to reference Isik, N.S.; Ulusay, R.; Doyuran, V.: Deformation modulus of heavily jointed–sheared and blocky greywackes by pressuremeter tests: numerical, experimental and empirical assessments. Eng. Geol. 101(3–4), 269–282 (2008)CrossRef Isik, N.S.; Ulusay, R.; Doyuran, V.: Deformation modulus of heavily jointed–sheared and blocky greywackes by pressuremeter tests: numerical, experimental and empirical assessments. Eng. Geol. 101(3–4), 269–282 (2008)CrossRef
33.
go back to reference Bowles, J.E.: Foundation Analysis and Design, 5th edn. McGraw- Hill, New York (1997) Bowles, J.E.: Foundation Analysis and Design, 5th edn. McGraw- Hill, New York (1997)
34.
go back to reference BS5930: Code of Practice for Site Investigations. Section 6. British Standard Institution, London (1999) BS5930: Code of Practice for Site Investigations. Section 6. British Standard Institution, London (1999)
36.
go back to reference Varghese, P.C.: Foundation Engineering. PHI Learning Pvt. Ltd, New Delhi (2005) Varghese, P.C.: Foundation Engineering. PHI Learning Pvt. Ltd, New Delhi (2005)
37.
go back to reference Kulhawy, F.H.; Trautmann, C.H.: Estimation of In-Situ Test Uncertainty. Uncertainty in the Geologic Environment, pp. 269–286. ASCE, Madison (1996) Kulhawy, F.H.; Trautmann, C.H.: Estimation of In-Situ Test Uncertainty. Uncertainty in the Geologic Environment, pp. 269–286. ASCE, Madison (1996)
38.
go back to reference Koch, G.S.; Link, R.F.: The coefficient of variation; a guide to the sampling of ore deposits. Econ. Geol. 66(2), 293–301 (1971)CrossRef Koch, G.S.; Link, R.F.: The coefficient of variation; a guide to the sampling of ore deposits. Econ. Geol. 66(2), 293–301 (1971)CrossRef
39.
go back to reference GEO: Guide to Site Investigation (Geoguide 2). Geotechnical Engineering Office, Hong Kong (1987) GEO: Guide to Site Investigation (Geoguide 2). Geotechnical Engineering Office, Hong Kong (1987)
41.
go back to reference Imai, T.; Tonouchi, K.: Correlation of N value with S-wave velocity and shear modulus. In: Penetration Testing Proceedings of 2nd European Symposium, Amsterdam (1982) Imai, T.; Tonouchi, K.: Correlation of N value with S-wave velocity and shear modulus. In: Penetration Testing Proceedings of 2nd European Symposium, Amsterdam (1982)
43.
go back to reference Huat, B.B.; Toll, D.G.; Prasad, A.: Handbook of Tropical Residual Soils Engineering. CRC Press, Boca Raton (2012)CrossRef Huat, B.B.; Toll, D.G.; Prasad, A.: Handbook of Tropical Residual Soils Engineering. CRC Press, Boca Raton (2012)CrossRef
44.
go back to reference Tan, B.K.: Engineering geology in Malaysia—some case studies. Bull. Geol. Soc. Malaysia 64, 65–79 (2017)CrossRef Tan, B.K.: Engineering geology in Malaysia—some case studies. Bull. Geol. Soc. Malaysia 64, 65–79 (2017)CrossRef
48.
go back to reference Bonham-Carter, G.F.: Geographic information systems for geo-scientists: modelling with GIS. Elsevier, Pergamon (1994) Bonham-Carter, G.F.: Geographic information systems for geo-scientists: modelling with GIS. Elsevier, Pergamon (1994)
49.
go back to reference Burrough, P.A.; McDonnell, R.A.: Creating Continuous Surfaces from Point Data. Principles of Geographic Information Systems. Oxford University Press, Oxford (1998) Burrough, P.A.; McDonnell, R.A.: Creating Continuous Surfaces from Point Data. Principles of Geographic Information Systems. Oxford University Press, Oxford (1998)
51.
go back to reference Rockware.: Rockworks17 Software Help. Boulder (2016) Rockware.: Rockworks17 Software Help. Boulder (2016)
52.
go back to reference Smith, G.N.: Probability and Statistics in Civil Engineering. Collins, London (1986) Smith, G.N.: Probability and Statistics in Civil Engineering. Collins, London (1986)
53.
go back to reference Gue, S.S.; Tan, Y.C.: The foundation system for Berjaya Times Square. Seminar on Mega Projects: A Study on Civil Engineering Projects, University Technology Malaysia, Johor Bharu, Malaysia (2001) Gue, S.S.; Tan, Y.C.: The foundation system for Berjaya Times Square. Seminar on Mega Projects: A Study on Civil Engineering Projects, University Technology Malaysia, Johor Bharu, Malaysia (2001)
54.
go back to reference Baker, Jr, C.N.; Drumright, E.; Joseph, L.M.; Azam, I.: Foundation Design and Performance of the World's Tallest Building, Petronas Towers (1998) Baker, Jr, C.N.; Drumright, E.; Joseph, L.M.; Azam, I.: Foundation Design and Performance of the World's Tallest Building, Petronas Towers (1998)
55.
go back to reference Clayton, C.R.I.; Matthews, M.C.; Simons, N.E.: Site Investigation, 2nd edn. Blackwell, Cambridge (1995) Clayton, C.R.I.; Matthews, M.C.; Simons, N.E.: Site Investigation, 2nd edn. Blackwell, Cambridge (1995)
57.
go back to reference Balasubramaniam, A.S.; Bergado, D.T.; Sivandran, C.: Engineering behavior of soil in Southeast Asia. Geotechnical engineering in Southeast Asia. A commemorative volume of the Southeast Asian Geotechnical Society (1985) Balasubramaniam, A.S.; Bergado, D.T.; Sivandran, C.: Engineering behavior of soil in Southeast Asia. Geotechnical engineering in Southeast Asia. A commemorative volume of the Southeast Asian Geotechnical Society (1985)
Metadata
Title
Correlation Between SPT and PMT for Sandy Silt: A Case Study from Kuala Lumpur, Malaysia
Authors
Mohd Faiz Mohammad Zaki
Mohd Ashraf Mohamad Ismail
Darvintharen Govindasamy
Publication date
13-06-2020
Publisher
Springer Berlin Heidelberg
Published in
Arabian Journal for Science and Engineering / Issue 10/2020
Print ISSN: 2193-567X
Electronic ISSN: 2191-4281
DOI
https://doi.org/10.1007/s13369-020-04684-3

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