A platform for research: civil engineering, architecture and urbanism
Spatial Distribution of Excess Pore-Water Pressure due to Piezocone Penetration in Overconsolidated Clay
Spatial Distribution of Excess Pore-Water Pressure due to Piezocone Penetration in Overconsolidated Clay
Spatial Distribution of Excess Pore-Water Pressure due to Piezocone Penetration in Overconsolidated Clay
Kim, T. (author) / Kim, N.-K. (author) / Tumay, M. T. (author) / Lee, W. (author)
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING ; 133 ; 674-683
2007-01-01
10 pages
Article (Journal)
English
DDC:
624
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Excess pore pressure dissipation after piezocone penetration
British Library Conference Proceedings
|DOAJ | 2021
|Piezocone Penetrometer Testing and Dimensionless Excess Pore Pressure
British Library Conference Proceedings | 1995
|Pore pressures induced by piezocone penetration
British Library Online Contents | 2016
|