By Annamaria Cividini (eds.)
The NUMGE98 convention introduced jointly senior and younger researchers, scientists and training engineers from eu and abroad nations, to percentage their wisdom and adventure at the a variety of elements of the research of Geotechnical difficulties via Numerical equipment. The papers deal with a vast spectrum of geotechnical difficulties, together with tunnels and underground openings, shallow and deep foundations, slope balance, seepage and consolidation, in part saturated soils, geothermal results, constitutive modelling, etc.
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Additional resources for Application of Numerical Methods to Geotechnical Problems: Proceedings of the Fourth European Conference on Numerical Methods in Geotechnical Engineering Numge98 udine, Italy October 14–16, 1998
6 Gwords or roughly 5Gb of memory at the limit of the largest currently available computers. Parallel Coupled Analyses 29 A forward-looking strategy is therefore unlikely to consider assembling banded or skyline matrices, necessary in a direct solution method due to "fill-in" during the factorisation stage. It is also the case that "direct" methods are not particularly suited to vectorisation or parallelisation. As an alternative, iterative methods have been widely researched in recent years. The algorithms for all of these follow a similar pattern, typified by the conjugate gradient method shown below.
S E ~ (/) 200 ~ ~ ~ DMeasured ~D> .. 250 .... ·~ • . ~ . ~ . 1997 Figure 6. The Haarajoki test embankment. The calculated and measured settlements. depth: 15m .. a. , :::1 [ 10m 100 Gl 7m 0a. ,_Measured 7! (:. 50 m 0 +--------r------~------~~------~------~------~ 0 50 100 150 200 250 300 Time, days Figure 7. The Haarajoki test embankment. The calculated and measured total pore pressure in depths 4, 7, 10 and 15m at centreline. 31 The horizontal movements of the soil layers are measured by inclinometers at 9 and 4 meters from the cross sectional centreline of the embankment.
A. R. Rennie, Royal Society. M. A. PETTIPHER (I997). The Development of an MPP Implementation of a Suite ofFinite Element Codes. Proc. HPC Conference, Vienna. In "Lecture Notes in Computer Science" No. 1225, pp 400-409, Springer. M. & A. WANG (1998). Analyses ofPiled Rafts, IJNAMG, 22, 7. M. V. GRIFFITHS (I998). , John Wiley, Chichester. 1. 31 A. Aalto, R. Rekonen and M. Lojander Helsinki University of Technology, Espoo, Fjrlland ABSTRACT: The Finnish National Road Administration has organised an international competition to calculate the behaviour of the Haarajoki test embankment.