Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Numerical Analysis of Embankment on Subsiding Ground Improved by Vertical Drains and Granular Piles
Numerical Analysis of Embankment on Subsiding Ground Improved by Vertical Drains and Granular Piles
Numerical Analysis of Embankment on Subsiding Ground Improved by Vertical Drains and Granular Piles
Bergado, D. T. (Autor:in) / Long, P. V. (Autor:in)
13th International conference, Soil mechanics and foundation engineering ; 1994 ; New Delhi
01.01.1994
6 pages
5 vols only recd of 6 vols. Also known as ICSMFE XIII; In English and French
Aufsatz (Konferenz)
Englisch
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Granular Filters and Drains for Embankment Dams
British Library Conference Proceedings | 1999
|Numerical modeling of an embankment on soft ground improved by vertical rigid piles
British Library Conference Proceedings | 2007
|Improvement of soft Bangkok clay using granular piles in subsiding environment
British Library Conference Proceedings | 1987
|Trial Embankment with Stage Loading and Vertical Drains
British Library Conference Proceedings | 1989
|