Araştırma Makalesi

GIS-Based Estimation of Corrected Standard Penetration Number Using the Best Semi-Variogram Model for Naogaon Sadar

Cilt: 11 Sayı: 1 9 Haziran 2026
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GIS-Based Estimation of Corrected Standard Penetration Number Using the Best Semi-Variogram Model for Naogaon Sadar

Öz

The objective of this study is to calculate the corrected standard penetration number (SPT-Nc) and generate SPT-Nc thematic maps using the best-fitting semi-variogram model. The study is based on 79 standard penetration tests (SPTs) carried out at five SPT measurements per test on each borehole, at depths of 3 m, 6 m, 9 m, 12 m, and ~15 m from the ground surface. A number of factors, such as density, GW table, and overburden pressure, in addition to other correction factors, were introduced to obtain SPT-Nc values. The SPT-Nc at each depth was then computed with Microsoft Excel. Maps obtained as a result of this procedure were subjected to GIS-based thematic maps; for each map a different color was used to indicate the value of SPT-Nc. Maps were generated using ordinary kriging interpolation and tested with six semi-variogram models to find the best-fitting model. Among the six models, the stable, k-bessel and Gaussian semi-variogram models were selected for having the least nugget-to-sill ratio. Since underground consists of clay soil at shallow depths, SPT-Nc was less than 24 and 32 at 3 m and 6 m, respectively. At a depth of 9 m, SPT-Nc ranged from 21 to 35, covering 70.23% of the area measured. At a depth of 12 m, SPT-Nc reached a maximum of 47 due to the decrease in clay content. The greatest values were recorded at 15 m, with 82.6% of the area with SPT-Nc between 38 and 51.

Anahtar Kelimeler

Kaynakça

  1. [1] Baker, R. (1984). Modeling soil variability as a random field. Journal of the International Association for Mathematical Geology, 16(5), 435-448. https://doi.org/10.1007/BF01886325
  2. [2] ASTM D1586. (2011). Standard test method for standard penetration test (SPT) and split-barrel sampling of soils. ASTM International, West Conshohocken, PA.
  3. [3] Decourt, L. (1989). The standard penetration test, state-of-the-art report. Proc. 12th ICSMFE, Rio De Janeiro, 4, 2405-2416.
  4. [4] Liao, S. S., & Whitman, R. V. (1986). Overburden correction factors for SPT in sand. Journal of geotechnical engineering, 112(3), 373-377. https://doi.org/10.1061/(ASCE)0733-9410(1986)112:3(373)
  5. [5] Ghafghazi, M., DeJong, J. T., Sturm, A. P., & Temple, C. E. (2017). Instrumented Becker penetration test. II: iBPT-SPT correlation for characterization and liquefaction assessment of gravelly soils. Journal of Geotechnical and Geoenvironmental Engineering, 143(9), 04017063. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001718
  6. [6] Rahman, M. M., Hossain, M. B., & Roknuzzaman, M. (2023, April). Effect of peak ground acceleration (PGA) on liquefaction behavior of subsoil: A case study of Dinajpur Sadar Upazila, Bangladesh. In American Institute of Physics Conference Series (Vol. 2713, No. 1, p. 030002). https://doi.org/10.1063/5.0129770
  7. [7] Hossain, M. B., Roknuzzaman, M., & Rahman, M. M. (2022). Liquefaction potential evaluation by deterministic and probabilistic approaches. Civil Engineering Journal, 8(7), 1459-1481. http://dx.doi.org/10.28991/CEJ-2022-08-07-010
  8. [8] Rahman, M. M., Thakur, S., Ahmed, S. T., & Yasmin, R. (2025). GIS-based development of liquefaction hazard and soil distribution maps for Dinajpur Sadar, Bangladesh. International Journal of Engineering and Geosciences, 11(2), 263-273. https://doi.org/10.26833/ijeg.1662672

Ayrıntılar

Birincil Dil

İngilizce

Konular

Planlamada Coğrafi Bilgi Sistemleri (CBS)

Bölüm

Araştırma Makalesi

Erken Görünüm Tarihi

3 Nisan 2026

Yayımlanma Tarihi

9 Haziran 2026

Gönderilme Tarihi

12 Aralık 2025

Kabul Tarihi

3 Nisan 2026

Yayımlandığı Sayı

Yıl 2026 Cilt: 11 Sayı: 1

Kaynak Göster

APA
Rahman, M. M., Alam, M. N., & Sarder, M. (2026). GIS-Based Estimation of Corrected Standard Penetration Number Using the Best Semi-Variogram Model for Naogaon Sadar. International Journal of Engineering Technologies IJET, 11(1), 1-16. https://doi.org/10.19072/ijet.1840805
AMA
1.Rahman MM, Alam MN, Sarder M. GIS-Based Estimation of Corrected Standard Penetration Number Using the Best Semi-Variogram Model for Naogaon Sadar. IJET. 2026;11(1):1-16. doi:10.19072/ijet.1840805
Chicago
Rahman, Md Mahabub, Md. Nur Alam, ve Maharullah Sarder. 2026. “GIS-Based Estimation of Corrected Standard Penetration Number Using the Best Semi-Variogram Model for Naogaon Sadar”. International Journal of Engineering Technologies IJET 11 (1): 1-16. https://doi.org/10.19072/ijet.1840805.
EndNote
Rahman MM, Alam MN, Sarder M (01 Haziran 2026) GIS-Based Estimation of Corrected Standard Penetration Number Using the Best Semi-Variogram Model for Naogaon Sadar. International Journal of Engineering Technologies IJET 11 1 1–16.
IEEE
[1]M. M. Rahman, M. N. Alam, ve M. Sarder, “GIS-Based Estimation of Corrected Standard Penetration Number Using the Best Semi-Variogram Model for Naogaon Sadar”, IJET, c. 11, sy 1, ss. 1–16, Haz. 2026, doi: 10.19072/ijet.1840805.
ISNAD
Rahman, Md Mahabub - Alam, Md. Nur - Sarder, Maharullah. “GIS-Based Estimation of Corrected Standard Penetration Number Using the Best Semi-Variogram Model for Naogaon Sadar”. International Journal of Engineering Technologies IJET 11/1 (01 Haziran 2026): 1-16. https://doi.org/10.19072/ijet.1840805.
JAMA
1.Rahman MM, Alam MN, Sarder M. GIS-Based Estimation of Corrected Standard Penetration Number Using the Best Semi-Variogram Model for Naogaon Sadar. IJET. 2026;11:1–16.
MLA
Rahman, Md Mahabub, vd. “GIS-Based Estimation of Corrected Standard Penetration Number Using the Best Semi-Variogram Model for Naogaon Sadar”. International Journal of Engineering Technologies IJET, c. 11, sy 1, Haziran 2026, ss. 1-16, doi:10.19072/ijet.1840805.
Vancouver
1.Md Mahabub Rahman, Md. Nur Alam, Maharullah Sarder. GIS-Based Estimation of Corrected Standard Penetration Number Using the Best Semi-Variogram Model for Naogaon Sadar. IJET. 01 Haziran 2026;11(1):1-16. doi:10.19072/ijet.1840805

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