The Cooper Marl is a fine-grained soil which displays a high degree of cementation. Due to its calcareous nature, a high mechanical resistance and high porewater pressure response are measured during cone penetration testing. If soil classification is performed using CPT and CPTU (piezocone) testing, results are not uniequivocal. The paper provides a comparative analysis of CPT-based classification of Cooper Marl using two available systems. Existing similarities and differences in classification are addressed and the pos-sible contributing factors and causes are discussed.

Comparative CPT-based classification of Cooper Marl / Uzielli M., Mayne P.W.. - CD-ROM. - (2008), pp. 0-0. (Intervento presentato al convegno 3rd International Conference on Site Characterization (ISC'3) tenutosi a Taipei nel April 1-4, 2008).

Comparative CPT-based classification of Cooper Marl

Uzielli M.
;
2008

Abstract

The Cooper Marl is a fine-grained soil which displays a high degree of cementation. Due to its calcareous nature, a high mechanical resistance and high porewater pressure response are measured during cone penetration testing. If soil classification is performed using CPT and CPTU (piezocone) testing, results are not uniequivocal. The paper provides a comparative analysis of CPT-based classification of Cooper Marl using two available systems. Existing similarities and differences in classification are addressed and the pos-sible contributing factors and causes are discussed.
2008
Geotechnical and Geophysical Site Characterization - Proceedings of the 3rd International Conference on Site Characterization (ISC'3, Taipei, Taiwan, 1-4 April 2008)
3rd International Conference on Site Characterization (ISC'3)
Taipei
April 1-4, 2008
Uzielli M., Mayne P.W.
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/1181073
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