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Publications tagged with [PLAXIS]

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<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
<p>Analysis of slope stability is carried out to minimize the occurrence of slope failures and landslides. Slopes along the highway are highly susceptible to slope failure and thus landslides. Engineers must therefore give serious consideration before any ...
Reference: Las Vegas International Academic Conference
<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
<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
<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