By Annamaria Cividini (eds.)
The NUMGE98 convention introduced jointly senior and younger researchers, scientists and training engineers from ecu and in a foreign country nations, to proportion their wisdom and event at the a number of features of the research of Geotechnical difficulties via Numerical tools. The papers deal with a huge 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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Extra 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
1988). Discussion. Geotechnique 38:4,647. O. and C. Sagaseta (1989). Selection of parameters for underground construction. Proc. Xllth. Int. Conf. Soil Mech. Found. Engng. R. Janeiro, Brasil. Gen. 9. 4,2521-2551. Verruijt, A. (1996). Complex variable solutions of elastic tunnelling problems. Geotechnical Laboratory, Delft University of Technology. Verruijt, A. R. Booker (1996). Surface settlements due to deformation of a tunnel in an elastic half plane. Geotechnique 46:4,753-757. M. Smith University of Manchester, Manchester, UK ABSTRACT: Geotechnical materials are multi-phase combinations of solid, fluid and gas.
It is not the intention of the present paper to dwell on considerations of hardware and of software, for example by comparing shared memory, and distributed memory systems. M. Smith carried out on a variety of computer systems ranging from "supercomputers" to clusters of "workstations". The latter are particularly significant since they fall within the budgets of small- to medium-sized engineering organisations. The method of calculation described involves explicit message-passing using MPI. This has been shown to be portable and has run successfully on the following systems: Cray T3D, Cray T3E, Cray J932, IDM SP2, Silicon Graphics Origin 2000, Silicon Graphics Workstation Cluster.
The calculated and measured horizontal movements of the soil layers at a) 9 and b) 4 meters from the centreline of the embankment. 4. CONCLUSIONS The curves of calculated and measured settlements at centreline during 9 months coincide together very welL However the shape of the measured curve seems to be steeper than calculated curve and the real settlements could probable be continued over calculated 46 A. Aalto, R. Rekonen and M. Lojander values. The same estimation can be done from the values of the pore pressures.
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 by Annamaria Cividini (eds.)