Shear wave velocity (Vs) and SPT resistance (N) correlation for the Isfahan Metro, Iran

• Autorzy: Chatrayi, Hosein , Hajizadeh, Farnusch , Taghavi, Behnam
• Języki publikacji: EN

Abstrakty

EN

Some soil characteristics, such as the shear wave velocity, the shear modulus, the Poisson ratio, and the porosity, affect how clay soils behave. The soil design parameters under loading, such as soil liquefaction induced by dynamic earthquake loading, employ the shear wave velocity and shear module with modest stress. In order to understand the pore saturation, the Poisson ratio and seismic velocity ratio are also utilized. Additionally, one of the most crucial physical characteristics for assessing permeability at the base of any engineering structure, resolving consolidation issues that may arise at the foundation of an engineering structure, and influencing the deformation behavior of soils is soil porosity. Predicting the porosity of clay soils is a crucial first step in tackling engineering and environmental issues that may arise in the soil after an earthquake or not. With the use of dynamic soil metrics such as seismic velocities, shear modules, bulk modules, seismic velocity ratios, and Poisson ratios, the current work aims to estimate soil porosity. Seismic refraction was used by various studies in the past to conduct in-situ geophysical research. The lithological characteristics of the soil (such as the grain size, shape, type, compaction, consolidation, and cementation of the grains) and the physical characteristics of the soil (such as porosity, permeability, density, anisotropy, saturation level, liquid-solid transition, pressure, and temperature), as well as the elasticity characteristics of the soil (such as shear modulus (G), bulk modulus (K), Young modulus (E), Poisson ratio (^) and Lamé constants (A)) all have an impact on seismic waves passing through a medium.

Słowa kluczowe

PL

prędkość fali poprzecznej; Vs; standardowy test penetracji; SPT; Isfahan Metro; sejsmiczność; rodzaje gleb; korelacje

EN

shear wave velocity; Vs; standard penetration test; SPT; Isfahan Metro; seismicity; soil types; correlations

• Czasopismo: Acta Geophysica
• Rocznik: 2024
• Tom: Vol. 72, no. 3
• Strony: 1749--1764
• Opis fizyczny: Bibliogr. 28 poz.

Twórcy

autor

Chatrayi, Hosein

• Department of Mining Engineering, Urmia University, Urmia, Iran,

autor

Hajizadeh, Farnusch

• Department of Mining Engineering, Urmia University, Urmia, Iran,

autor

Taghavi, Behnam

• Department of Mining Engineering, Urmia University, Urmia, Iran,

Bibliografia

• 1. Akbarimehr D, Fakharian K (2021) Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus. Soil Dyn Earthq Eng 140:106435
• 2. Alhuay-León CG, Trejo-Noreňa PC (2021) The empirical correlation between shear wave velocity (Vs) and penetration resistance for the eolian sand deposits in the city of Olmos-Peru. Dyna 88(217):247-255
• 3. Ansari A, Zahoor F, Rao KS, Jain AK (2022) Seismic hazard assessment studies based on deterministic and probabilistic approaches for the Jammu region. NW Himalayas Arab J of Geosci 15(11):1081
• 4. Athanasopoulos GA (1995) Empirical correlations Vso-NSPT for soils of Greece: a comparative study of reliability. Proceedings of the 7th International Conference on Soil Dynamics and Earthquake Engineering Computation Mechanics Publications. Southampton, Boston, pp 19-25.
• 5. Ayele A, Woldearegay K, Meten M (2023) Seismic hazard evaluation using site response analysis and amplitude parameters at Hawassa town, Main Ethiopian Rift. Arab J Geosci 16(3):212
• 6. Bashir K, Debnath R, Saha R (2022) Estimation of local site effects and seismic vulnerability using geotechnical dataset at flyover site Agartala India. Acta Geophys 70(3):1003-1036
• 7. Chatrayi H, Hajizadeh F, Taghavi B (2021) Identification of subsurface structures and dynamic modulus determination based on downhole seismic surveys (case study). Geotech Geol Eng 39:5279-5289
• 8. Forte G, Chioccarelli E, De Falco M, Cito P, Santo A, Iervolino I (2019) Seismic soil classification of Italy based on surface geology and shear-wave velocity measurements. Soil Dyn Earthq Eng 122:79-93
• 9. Hasancebi N, Ulusay R (2007) Empirical correlations between shear wave velocity (Vs) and penetration resistance for ground shaking assessments. Bull Eng Geol Env 66:203-213
• 10. Hunter JA, Benjumea B, Harris JB, Miller RD, Pullan SE, Burns RA, Good RL (2002) Surface and downhole shear wave seismic methods for thick soil site investigations. Soil Dyn Earthq Eng 22(9-12):931-941
• 11. Hussien MN, Karray M (2015) Shear wave velocity (Vs) as a geotechnical parameter: an overview. Can Geotech J 53(2):252-272
• 12. Huynh QT, Lai VQ, Boonyatee T, Keawsawasvong S (2022) Verification of soil parameters of hardening soil model with small-strain stiffness for deep excavations in medium dense sand in Ho Chi Minh City. Vietnam Innov Infrastruct Solut 7(1):15
• 13. Imai T, Tonoughi K (2021) Correlation of N value with S-wave velocity and shear modulus. Penetration Testing. Routledge, London, pp 67-72
• 14. IS: 2720-Part 4. (1985). Methods of test for soils: grain size analysis.
• 15. Jallow A, Ou CY, Lim A (2019) Three-dimensional numerical study of long-term settlement induced in shield tunneling. Tunn Undergr Space Technol 88:221-236
• 16. Kumar A, Satyannarayana R, Rajesh BG (2022) Correlation between SPT-N and shear wave velocity (VS) and seismic site classification for Amaravati city India. J Appl Geophys 205:104757
• 17. Kushwaha SS, Kishan D, Dindorkar N (2018) Stabilization of expansive soil using eko soil enzyme for highway embankment. Mater Today: Proc 5(9):19667-19679
• 18. Lancelle, C. E., Baldwin, J. A., Lord, N., Fratta, D., Chalari, A., & Wang, H. F. (2021). Using distributed acoustic sensing (DAS) for multichannel analysis of surface waves (MASW). Distributed Acoustic Sensing in Geophysics: Methods and Applications, pp 213-228.
• 19. Maheshwari BK, Mahajan AK, Sharma ML, Paul DK, Kaynia AM, Lindholm C (2013) Relationship between shear velocity and SPT resistance for sandy soils in the Ganga basin. Int J Geotech Eng 7(1):63-70
• 20. Muley P, Maheshwari BK, Kirar B (2022) Liquefaction potential of sites in Roorkee Region using SPT-Based methods. Int J Geosynth Ground Eng 8(2):26
• 21. Okamoto T, Kokusho T, Yoshida Y, & Kusuonoki K (1989) Comparison of surface versus subsurface wave source for P-S logging in sand layer. In Proc. 44th Ann. Conf. JSCE (Vol. 3, pp. 996-7).
• 22. Panjamani AP, Ingale SG (2021) Status quo of standard penetration test in India: a review of field practices and suggestions to incorporate in Is 2131. Indian Geotech J 51:421-434
• 23. Rahimi S, Wood CM, Wotherspoon LM (2020) Influence of soil aging on SPT-Vs correlation and seismic site classification. Eng Geol 272:105653
• 24. Raptakis DG, Anastasiadis SAJ, Pitilakis KD, & Lontzetidis KS (1995) Shear wave velocities and damping of Greek natural soils. In Proc. 10th European Conf. Earthquake Engg., Vienna (Vol. 477482).
• 25. Romero-Ruiz A, Linde N, Keller T, Or D (2018) A review of geophysical methods for soil structure characterization. Rev Geophys 56(4):672-697
• 26. Sykora, D. W. (1983). Correlations of in situ measurements in sands of shear wave velocity (Vs), soil characteristics, and site conditions (Doctoral dissertation, University of Texas at Austin).
• 27. Tuttle MP, Hartleb R, Wolf L, Mayne PW (2019) Paleoliquefaction studies and the evaluation of seismic hazard. Geosciences 9(7):311
• 28. Uma Maheswari R, Boominathan A, Dodagoudar GR (2010) Use of surface waves in statistical correlations of shear wave velocity (Vs) and penetration resistance of Chennai soils. Geotech Geol Eng 28:119-137

Identyfikatory

DOI

10.1007/s11600-023-01180-8