By Annamaria Cividini (eds.)
The NUMGE98 convention introduced jointly senior and younger researchers, scientists and training engineers from eu and in another country international locations, to percentage their wisdom and adventure at the a variety of elements of the research of Geotechnical difficulties via Numerical equipment. The papers tackle a extensive 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
Author's reply. Geotechnique 38:4,647-649. M. Sanchez-Alciturri, C. Gonzalez, A. L6pez, P. Gomez and R. Pina (1999). Soil deformations due to the excavation of two parallel underground caverns. Proc. 12th Eur. Conf. Soil Mech. Found. Engg. Amsterdam. In press. Schmidt, B. (1969). Settlements and ground movements associated with tunnelling in soil. D. Thesis. Univ. of Illinois. Schmidt, B. (1988). Discussion. Geotechnique 38:4,647. O. and C. Sagaseta (1989). Selection of parameters for underground construction.
O (3b) cr' P cr' vo vertical preconsolidation stress in-situ effective vertical stress The stress state of the clay layers below the Haarajoki test embankment is shown in figure 2. The other curve describes the in-situ vertical stress (cr' vo) and the other vertical preconsolidation stress (cr' p) based on oedometer tests. o §6 ~~------------------~~------~~~~-------------------7 8 9 OCR=a'rfa'vo - - - - - - ·-POP= o'P- o'vo - - - - - - - - - - - - - - Figure 2. The Haarajoki test embankment. The In-situ vertical stress (cr' vo) and vertical preconsolidation stress (cr' p).
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. This paper concentrates on calculations with the fmite element program PLAXIS. The evaluation of the calculation parameters is discussed. The main interest is put on preconsolidation pressure and the Poisson's ratio.