Note on pore pressure 6 Benchmarking I Benchmarking II Recent Activities Plaxis practice I Plaxis practice II Users forum Some Geometries Agenda9 12 13 14 17 22 22 24 In that case it is often very convenient to have some correlations between different soil-parameters Or sometimes in a pre-design stage there is only limited information of the soil stratification. Not always is it possible to do a direct test for a parameter. Vermeer will discuss the use of soil parameters and especially parameter estimation. The users in our regular PLAXIS course in Noordwijkerhout in January and also the attendants of the advanced course have had some opportunity to experience this new program. IN THIS ISSUE:Editorial Column Vermeer New developments With respect to PLAXIS 2D, Version 8 is due to be expected after the summer holidays, as Beta testing of this new program is underway, and1 2 4 He will discuss further developments such as for the release of Plaxis Version 8, the progress on the PLAX-flow program and the other 3D developments. Box 572 2600 AN Delft The Netherlands E-mail: Developments which will be discussed in the contribution by Dr Brinkgreve, the head of our development team. Ronald Brinkgreve, Plaxis bvīulletin of the PLAXIS Users Association (NL) Plaxis bulletin Plaxis B.V. Editorial Staff: Martin de Kant, Plaxis Users Association (NL) Marco Hutteman, Plaxis Users Association (NL) Peter Brand, Plaxis B.V. Finally in the Users Forum it is shown how a more complicated 3D situation of a Retaining wall with anchors is practically modelled with PLAXIS 2D. Cheang from Singapore on a complicated retaining wall with Jack-In Anchors. Gysi, on a multi-anchored retaining wall, and another one by Mr. Again we are glad to have a number of practical applications Among which are a contribution by Dr. Furthermore we are fortunate to have new contributions with respect to Benchmarking two contributions on benchmarking are presented here, one on Shield tunnelling and another on excavations. Schweiger who also is a regular contributor to our bulletin discusses the relation between Skemptons pore pressure parameters A and B and the performance of the Hardening Soil model. Vermeer discusses Oedometer stiffness of Soft Soils. In order to be able to proceed with a geotechnical design. In the next bulletin, we will briefly introduce them to you. The Plaxis-team has extended with four new people in order to improve the capability to accommodate for the demand on new plaxis developments. which will be introduced further on, also a number of other new team-members have come to work for PLAXIS. Not only was a new director appointed for PLAXIS B.V. PLAXISEditorialSome time has passed since the appearance of our last bulletin no 11, but the PLAXIS team did not sit still.
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