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Publications tagged with [PLAXIS]

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ASSESSMENT OF SOIL NAILING PERFORMANCE BY USING FINITE ELEMENT AND FINITE DIFFERENCE METHODS (2013)
<p>The field performance of a geotechnical structures including its failure mechanism should be evaluated in detail before construction in order to minimize the possibility of potential failure. In this paper, the application of soil nailing system is documented ...
Reference: EJGE Vol. 18 [2013], Bund. Y
ANALYSIS OF SETTLEMENTS OF TEST EMBANKMENTS DURING 50 YEARS - A COMPARISON BETWEEN FIELD MEASUREMENTS AND NUMERICAL ANALYSIS (2010)
<p>This report is dealing with time dependent settlements calculated with numerical methods and subsequent comparisons with field measurements. The numerical computations in this report have been performed using Plaxis, a two-dimensional numerical program ...
Reference: Division of Structural Mechanics, LTH, Lund University, Box 118, SE-221 00 Lund, Sweden
A DETAILED EVALUATION OF EUROCODE AND ISO METHODOLOGY ON EARTHQUAKE-RESISTANT GEOTECHNICAL DESIGNS (2008)
<p>This paper presents the design concepts of Eurocode 7, Eurocode 8 and ISO 23469. Detailed comparisons are made between Eurocode 8 Part 1 and the ISO code. Conclusions are drawn on their relative merits. A simple strip foundation design example is shown ...
Reference: The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China
DIFFERENCES BETWEEN LE AND FE METHODS USED IN SLOPE STABILITY EVALUATIONS (2008)
<p>A comparative study between Finite Element (FE) and Limit Equilibrium (LE) analyses is presented in this paper. The most advanced FE methods have today many advantages compared to the traditional LE methods that are applied in slope stability evaluations. ...
Reference: The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG) 1-6 October, 2008 Goa, India