BibTex format
@inproceedings{Grammatikopoulou:2010,
author = {Grammatikopoulou, A and Kovacevic, N and Zdravkovic, L and Potts, DM},
pages = {557--562},
title = {Finite element analysis of the main embankment at Empingham dam},
year = {2010}
}
RIS format (EndNote, RefMan)
TY - CPAPER
AB - Empingham dam is a 37m high earth fill embankment which was constructed in the UK in the early 1970's. The embankment was built on a brecciated Upper Lias Clay (ULC) foundation, of fill derived from it. The ULC is a typical stiff plastic clay which shows a post-peak strength loss and as such is prone to progressive failure. The paper describes the finite element back analyses of the embankment behaviour during construction, using a kinematic hardening "bubble" model which accounts for both pre-peak plasticity and post-peak strain softening. © 2010 Taylor & Francis Group, London.
AU - Grammatikopoulou,A
AU - Kovacevic,N
AU - Zdravkovic,L
AU - Potts,DM
EP - 562
PY - 2010///
SP - 557
TI - Finite element analysis of the main embankment at Empingham dam
ER -