A platform for research: civil engineering, architecture and urbanism
Undrained Bearing Capacity of Clay by Zero Extension Line
Undrained Bearing Capacity of Clay by Zero Extension Line
Undrained Bearing Capacity of Clay by Zero Extension Line
Behpoor, L. (author) / Ghahramani, A. (author)
13th International conference, Soil mechanics and foundation engineering ; 1994 ; New Delhi
1994-01-01
4 pages
5 vols only recd of 6 vols. Also known as ICSMFE XIII; In English and French
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Undrained Bearing Capacity of Clay with Sand Piles
British Library Conference Proceedings | 1991
|Undrained bearing capacity of anisotropic, strain-softening clay
British Library Conference Proceedings | 2002
|Undrained bearing capacity factors for conical footings on clay
British Library Online Contents | 2003
|Bearing capacity of tapered piles in clay under undrained condition
Taylor & Francis Verlag | 2021
|Technical note - Undrained bearing capacity factors for conical footings on clay
Online Contents | 2003
|