Modified correlations to predict the shear wave velocity using piezocone penetration test data and geotechnical parameters: a case study in the southwest of Sweden

Author:

Abbaszadeh Shahri Abbas,Naderi Shima

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference45 articles.

1. Abbaszadeh Shahri A, Behzadafshar K, Rajablou R (2013) Verification of a new method for evaluation of liquefaction potential analysis. Arab J Geosci. 6:881–892

2. Abbaszadeh Shahri A, Larsson S and Johansson F (2015a) CPT-SPT correlations using artificial neural network approach- A case study in Sweden. Electron J Geotech Eng 20, Bund. 28, 13439–13460

3. Abbaszadeh Shahri A, Malehmir A, Juhlin C (2015) Soil classification analysis based on piezocone penetration test data—a case study from a quick clay landslide site in south western Sweden. Eng Geol 189:32–47

4. Andrus RD, Stokoe KH, Juang CH (2004) Guide for shear-wave based liquefaction potential evaluation. Earthq Spectra 20(2):285–308

5. Andrus RD, Mohanan NP, Piratheepan P, Ellis BP, Holzer TL (2007) Predicting shear-wave velocity from cone penetration resistance. In: Proceedings of 4th international conference on earthquake geotechnical engineering, paper no. 1454, Thessaloniki, Greece

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