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- W624790371 abstract "A slurry trench wall ensuring the stability of a 21 m-deep excavation pit in formations typical of the Paris region was subjected to an experimental study. This 20,4 m-high, 0,60 m-thick wall was anchored with 4 rows of prestressed tie-backs. During earthworks, measurements were made of the active earth pressure on the wall, concrete deformations, forces in the tie-backs and wall displacements. Brief details are given of the structure and geotechnical characteristics of the site, while the measuring apparatus used are described in greater detail together with the most characteristic results obtained during the main phases of the work. The results are analyzed and discussed from the point of view of measurement reliability and structural behaviour. The last part of the article compares the experimental results with results obtained by finite element calculations, in the hypothesis of the elastic behaviour of the soil and by the elastoplastic calculation of the modulus of subgrade reaction. (TRRL)" @default.
- W624790371 created "2016-06-24" @default.
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- W624790371 date "1979-08-01" @default.
- W624790371 modified "2023-09-27" @default.
- W624790371 title "EXPERIMENTAL STUDY OF A SLURRY TRENCH WALL ANCHORED WITH 4 ROWS OF TIE-BACKS" @default.
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