Clay soil porosity estimation using seismic P- and S-wave velocities along Isfahan Metro Line 2

Author:

Chatrayi HoseinORCID,Hajizadeh FarnuschORCID,Taghavi Behnam

Publisher

Springer Science and Business Media LLC

Reference28 articles.

1. Al-Hamoud AS, Tanash N (2000) Monitoring and analysis of settlement and stability of an embankment dam constructed in stages on soft ground. Bull Eng Geol Env 59(44):259–284

2. Bedi J, Toshniwal D (2019) PP-NFR: an improved hybrid learning approach for porosity prediction from seismic attributes using non-linear feature reduction. J Appl Geophys 166:22–32

3. Bowles JE (1982) Foundation analysis and design. McGraw-Hill, London, p 816

4. 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

5. Chatrayi H, Hajizadeh F, Taghavi B (2023) Shear wave velocity (Vs) and SPT resistance (N) correlation for the Isfahan Metro, Iran. Acta Geophys 71(5):1–16

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