By Annamaria Cividini (eds.)

The NUMGE98 convention introduced jointly senior and younger researchers, scientists and working towards engineers from eu and in another country nations, to percentage their wisdom and event at the a variety of elements of the research of Geotechnical difficulties via Numerical equipment. The papers handle a huge spectrum of geotechnical difficulties, together with tunnels and underground openings, shallow and deep foundations, slope balance, seepage and consolidation, partly saturated soils, geothermal results, constitutive modelling, etc.

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Extra info 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

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Analysis of undrained soil deformation due to ground loss. Geotechnique 37:3,301-320. Sagaseta, C. (1988). 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).

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).

Balkema. Rotterdam 1995. TUNNEL MODELLING IN ANALOGICAL SOIL: COMPARISON OF EXPERIMENTAL AND COMPUTATIONAL RESULTS OBTAINED WITH A FINITE DIFFERENCE PROGRAM I. AI Abram, D. Dias, P. Mathieu and R. C. Geotechnique, Institut National des Sciences Appliquees de Lyon, Villeurbanne, France ABSTRACT: The aim of this work is to obtain a better simulation of soil movements due to reconstruction of shallow tunnels, dug with pressurised shield tunnelling boring machine, inducing in the soil mass, successive deconfining, reconfining cycles.

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