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Publications by [Bakker K. J.]

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<p>According to modern design codes, such as the Eurocode 7, also Soil Retaining<br />structures should be designed according to Ultimate Limit State analysis, see [1]. From an economic point of view, the design of the lining, i.e. the thickness and reinforcement ...
Reference: Geomechanics and Tunnelling 2 (2009), No 4 pp 345-358
<p>The paper introduces to the use of FEM in Ultimate Limit State Design. The accuracy of FEM to predict failure load is briefly discussed. Procedures for FEM in MFA (Material Factoring Approach) and LRFA (Load and Resistance Factoring Approach) formatsare ...
Reference: 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, 12-16/09/2005