voile par passe
English translation: retaining structures constructed section by section
| 11:08 Oct 2, 2018 |
| French to English translations [PRO] Tech/Engineering - Construction / Civil Engineering / structural works | ||||
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|  Selected response from: Sandra & Kenneth Grossman Israel Local time: 09:36 | |||
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| Summary of answers provided | ||||
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| 4 +1 | retaining structures constructed section by section |
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| 4 | restrained retaining wall |
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| 4 | sprayed concrete / shotcrete retaining wall |
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| Summary of reference entries provided | |||
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| définition |
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Answers
34 mins confidence: 
peer agreement (net): +1
peer agreement (net): +1retaining structures constructed section by section Explanation: Voile is a thin/retaining wall. See also: https://www.proz.com/kudoz/french-to-english/construction-ci... -------------------------------------------------- Note added at 4 hrs (2018-10-02 16:08:11 GMT) -------------------------------------------------- Hit-and-miss wall sounds like a builders' jargon. I would consider "consecutive walls", or "consecutive retaining walls", which should be clear :) -------------------------------------------------- Note added at 20 hrs (2018-10-03 07:32:18 GMT) -------------------------------------------------- Voile par passe (paroi butonnée) : technique de soutènement définitif structurant sans ancrages. https://goo.gl/5aQJct |
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Notes to answerer
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1 day 3 hrs confidence:
restrained retaining wall Explanation: I've realised that I had made the mistake of thinking that how the retaining wall was constructed was what was being described by the term "voile par passe". In fact, a "voile par passe" needn't be shotcrete at all, in fact, I've seen an illustration of one made up of prefab segments and here's one made of shuttered cast concrete. https://www.archivim.fr/rea-395-voile-par-passe.html#HAUT So, looking again at https://www.proz.com/kudoz/french-to-german/construction-civ... I see an explanation that Johannes rejected, which was: "Le lien http://de.scribd.com/doc/75863352/Solutions-comparees-02 donne l’impression qu’un passe pourrait être un synonyme pour « buton ». Mais « butonner » ne désigne que le mode de soutènement des voiles (par passes) par des étais. Voir mes références ci-dessus :" But, he was also ignoring an important point in his earlier reference: "7.3.Voile par passes (Voir annexe fondation et voile par passe P. 5 à 10) Pour le calcul des voiles par passes, il y a deux phases à respecter pour le dimensionnement:•La première est celle de l’état provisoire lors de la phase d’exécution; il faut prendre en compte la poussée des terres sur le voile sachant que le plancher supérieur n’est pas encore réalisé, ce qui nous oblige à mettre des bandes noyées ainsi que des butons pour contrer cette poussée des terres (voir Figure 26).•La deuxième phase à respecter est celle de l’état final, c'est-à-dire après la réalisation du plancher haut; le voile par passes agit comme une dalle appuyée sur les planchers hauts et bas(voir Figure 27). Figure 26: Etat provisoire Figure 27: Etat final : 7.3.2. Calcul à l’état final Le calcul du voile par passes à l’état final est modélisé comme une dalle continue portée sur deux appuis (plancher haut et plancher bas) avec, d’une part, les charges réparties de façon triangulaire dues à la poussée des terres, et d’autre part, les charges réparties dues à la charge d’exploitation(cf. Figure 28). http://eprints2.insa-strasbourg.fr/589/1/Rapport_de_stage.pd... So, it now seems to me that "butons" that shore up the retaining wall are indeed crucial, but they are temporary and the permanent restraining force on the retaining wall is the structure put in place downhill, i.e. the floor slab(s) of the new building on that side. https://www.researchgate.net/figure/Two-cases-of-restrained-... Note that there's also "voile par passe alternée", which is where the restrained retaining wall is constructed in two stages, by excavating alternate sections, to avoid the risk of the higher ground (which is probably owned by someone else) collapsing into the hole. There would be more of a risk of this happening with a restrained retaining wall, because it doesn't use ground anchors. |
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10 hrs confidence:
sprayed concrete / shotcrete retaining wall Explanation: See Fig. 2 on page 300: https://docplayer.fr/6135634-Drainage-vertical-du-sol-au-con... where the lower part of the retaining wall, labelled "Voile par passe", is shotcrete (because it is directly against the ground to be retained), while the upper part , labelled "Voile banché" is shuttered concrete because it is excavated on the uphill side and then backfilled once the wall is in place. -------------------------------------------------- Note added at 10 hrs (2018-10-02 21:24:23 GMT) -------------------------------------------------- "Passe" is because that's how shotcrete is applied, in repeated passes. -------------------------------------------------- Note added at 1 day 3 hrs (2018-10-03 14:14:06 GMT) -------------------------------------------------- I've now decided this answer was wrong. See the alternative just posted. I now believe that I misunderstood the reference above and thought that it showed that "voile par passe" referred to the method of construction of the retaining wall, while it actually refers to how that wall will be supported. |
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Reference comments
45 mins peer agreement (net): +1 |
| Reference: définition Reference information: https://fr.wikipedia.org/wiki/Voile_(architecture) |
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Note to reference poster
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