Effect of Cone Diameter on Determination of Penetration Resistance Using a FCV

Author:

Esmailzade Mohammad,Eslami AbolfazlORCID,Nabizadeh Ali,Aflaki Esmail

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference45 articles.

1. Eslami A, Fellenius BH (1997) Pile capacity by direct CPT and CPTu methods applied to 102 case histories. Can Geotech J 34(6):886–904

2. Tufenkjian M, Thompson D (2005) Shallow penetration resistance of a minicone in sand. In: Proceedings of the international conference on soil mechanics and geotechnical engineering, vol 16, no 3. AA Balkema Publishers, p 1789

3. Tumay M, Kurup P, Boggess R (1998) A continuous intrusion electronic miniature cone penetration test system for site characterization. In: Geotechnical site characterization, pp 1183–1188

4. Kumar J, Raju K (2009) Miniature cone tip resistance of sand with fly ash using triaxial setup. Can Geotech J 46(2):231–240

5. Sadrekarimi A (2016) Evaluation of CPT-based characterization methods for loose to medium-dense sands. Soils Found 56(3):460–472

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