Remarks On The Sources Of Error In The Modelling Of Lunar Geotechnical Structures

Author:

Cafaro Francesco1,Miticocchio Emanuele2,Marzulli Valentina3

Affiliation:

1. Politecnico di Bari , Department of Civil, Environmental, Land , Building Engineering and Chemistry , via Orabona 4, 70125 , Bari , Italy

2. formerly at Politecnico di Bari , Department of Civil, Environmental, Land , Building Engineering and Chemistry , via Orabona 4, 70125 , Bari , Italy

3. Friedrich-Alexander Universität Erlangen-Nürnberg , Institute for Multiscale Simulation , Nägelsbachstrasse 49b, 91052 , Erlangen , Germany

Abstract

Abstract Scale modelling should be a very useful strategy for the design of lunar structures. Preventing structural damages in the lunar environment is crucial and scale models are helpful to achieve this aim. The size of these models must be scaled to take into account the different gravitational levels. Since the lunar gravity acceleration is about one-sixth of the terrestrial one, it follows that the models on Earth will be very smaller than the prototype to be realized on the Moon. This strategy will represent an opportunity for engineers working on lunar structure design, provided that the errors, both computational and experimental, related to the change of scale are quantified, allowing reliable extension of the physical scale modelling results to the prototype. In this work, a three-dimensional finite element analysis of walls retaining lunar regolith backfill is described and discussed, in order to provide preliminary results, which can guide a future experimental investigation based on physical scale-modelling. In particular, computational errors related to the scale effects are assessed, with respect to a virtual prototype of the lunar geotechnical structure, and compared with errors from other sources of discrepancy, like the adopted constitutive model, the variability of the geotechnical parameters and the calculation section used in the 3D analysis. The results seem to suggest the soundness of this strategy of modelling and are likely to encourage new research, both numerical and experimental, supporting the structure serviceability assessment.

Publisher

Walter de Gruyter GmbH

Subject

Computers in Earth Sciences,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference16 articles.

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3. Schofield AN (1980) Cambridge Géotechnical Centrifuge Operations. Géotechnique, Volume 30 Issue 3, September 1980, pp. 227-268

4. Ovesen N (1979) The scaling law relationships. Proc. 7th European conf. of soil mech. & foundation engnr., Brighton, 4: 319-323

5. Ovesen NK (1985) The application of the theory of modelling to centrifuge studies. State of the Art Review on Geotechnical Centrifuge Modelling. Proc. 11th Int. Conf. on Soil Mech. And Found. Eng., San Francisco. Balkema, Rotterdam

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