@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}
}

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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  - 

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