Soil Consolidation Parameters Derived from CPTu Probing

@inproceedings{35002,
   author = {Vlček, Jozef and Bulko, Roman and Bartuška, Ladislav and Kmec, Ján},
   address = {Neuveden},
   booktitle = {Procedia Engineering},
   editor = {M. Drusa, I. Yilmaz, M. Marschalko, E. Coisson, A. Segalini},
   keywords = {CPT; cone resistance; friction ratio; pore pressure; dissipation; consolidation settlement},
   howpublished = {elektronická verze "online"},
   language = {eng},
   location = {Neuveden},
   pages = {180-184},
   publisher = {Elsevier Ltd.},
   title = {Soil Consolidation Parameters Derived from CPTu Probing},
   year = {2016}
}

TY  - JOUR
ID  - 35002
AU  - Vlček, Jozef - Bulko, Roman - Bartuška, Ladislav - Kmec, Ján
PY  - 2016
TI  - Soil Consolidation Parameters Derived from CPTu Probing
PB  - Elsevier Ltd.
CY  - Neuveden
KW  - CPT
KW  - cone resistance
KW  - friction ratio
KW  - pore pressure
KW  - dissipation
KW  - consolidation settlement
N2  - Continued development of infrastructure in Slovakia will open new sections of motorways and expressways. The motorwayy D1 from Bratislava to Košice is being built in section Lietavská Lúčka - Višňové - Dubna Skala. The knowledge of geology has acceded to the engineering geological (EG) survey, which is also considered a static penetration test with piezocones. Department of Geotechnics University of Žilina on a given section made of static penetration probe with measurement of pore pressures. This article deals with vertical and horizontal consolidation calculated from static penetration test (CPTu) in the locality Lietavská Lúčka Žilina west portal of the tunnel and the tunnel Višňové.
ER  - 

VLČEK, Jozef, Roman BULKO, Ladislav BARTUŠKA a Ján KMEC. Soil Consolidation Parameters Derived from CPTu Probing. In M. Drusa, I. Yilmaz, M. Marschalko, E. Coisson, A. Segalini. \textit{Procedia Engineering}. Neuveden: Elsevier Ltd. s.~180-184. ISSN~1877-7058. 2016.