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CPT data in normally consolidated soils
https://orcid.org/http://orcid.org/0000-0001-5363-1066
The paper presents observations made in CPTs performed under controlled laboratory conditions in normally consolidated clay–sand mixtures at various penetrations. These results are combined with data from field tests to develop a relationship for CPT data in young normally consolidated soils that combines end resistance and friction sleeve data. This relationship can be used to assist assessment of soil type and CPT parameters for un-aged normally consolidated soils as well as allowing judgements to be made in relation to likely levels of under-consolidation, structure and over-consolidation in any given soil deposit.
CPT data in normally consolidated soils
https://orcid.org/http://orcid.org/0000-0001-5363-1066
The paper presents observations made in CPTs performed under controlled laboratory conditions in normally consolidated clay–sand mixtures at various penetrations. These results are combined with data from field tests to develop a relationship for CPT data in young normally consolidated soils that combines end resistance and friction sleeve data. This relationship can be used to assist assessment of soil type and CPT parameters for un-aged normally consolidated soils as well as allowing judgements to be made in relation to likely levels of under-consolidation, structure and over-consolidation in any given soil deposit.
CPT data in normally consolidated soils
https://orcid.org/http://orcid.org/0000-0001-5363-1066
The paper presents observations made in CPTs performed under controlled laboratory conditions in normally consolidated clay–sand mixtures at various penetrations. These results are combined with data from field tests to develop a relationship for CPT data in young normally consolidated soils that combines end resistance and friction sleeve data. This relationship can be used to assist assessment of soil type and CPT parameters for un-aged normally consolidated soils as well as allowing judgements to be made in relation to likely levels of under-consolidation, structure and over-consolidation in any given soil deposit.
CPT data in normally consolidated soils
Acta Geotech.
Doan, L. V. (author) / Lehane, B. M. (author)
Acta Geotechnica ; 16 ; 2877-2885
2021-09-01
9 pages
Article (Journal)
Electronic Resource
English
Cone penetration test (CPT) , Drainage , Normally consolidated , Soil type , Under-consolidated Engineering , Geoengineering, Foundations, Hydraulics , Solid Mechanics , Geotechnical Engineering & Applied Earth Sciences , Soil Science & Conservation , Soft and Granular Matter, Complex Fluids and Microfluidics
Laboratory consolidation of some normally consolidated soils
| Engineering Index Backfile | 1966
Study of Effective Friction Angle of Normally Consolidated Soils
| British Library Conference Proceedings | 2011
Analysis of Frames on Elastic Soils or Normally Consolidated Clays
| British Library Conference Proceedings | 1992
Consolidation of normally consolidated clay
| Engineering Index Backfile | 1965