Abstract: A process for locating and measuring deformation in a civil engineering structure wherein at least one geosynthetic fabric (1) containing a plurality of optical fibers (2a to 2e) in parallel and capable of transmitting signals is applied in the structure or under the structure. The optical fibers contain Bragg gratings (3), evenly spaced in series (4) of N1 consecutive gratings that correspond to the same wavelength. The series is distributed in identical sets, each of which contains N2 consecutive series that correspond to the different wavelengths, and, in at least two optical fibers, the numbers N1 of gratings of a series and the numbers N2 of series (4) of a set (5) are determined to locate the deformations to which the structure is subjected on the one hand and, on the other, to measure the elongation of the said optical fibers where the deformation occurs.

Abstract: The invention concerns a process for locating and measuring deformation in a civil engineering structure, characterised by the fact that at least one geosynthetic fabric (1) containing a plurality of optical fibres (2a to 2e) in parallel and capable of transmitting signals is applied in the said structure or under the said structure, the said optical fibres containing Bragg gratings (3), evenly spaced in series (4) of N1 consecutive gratings that correspond to the same wavelength, the said series being themselves distributed in identical sets, each of which contains N2 consecutive series that correspond to the different wavelengths, and by the fact that, in at least two optical fibres, the numbers N1 of gratings of a series and the numbers N2 of series (4) of a set (5) are determined in such as way that the measurement of the differences between the wavelengths of the incident light transmitted in each of the said optical fibres and the wavelengths of the light reflected by the Bragg gratings enable to locat

Abstract: A geotextile structure for filtering liquid from soil includes a lower layer of geotextile material for contacting soil for filtration thereof. The lower layer presents in its thickness a number of constrictions n included between 15 and 40, and is made of synthetic filaments or fibers presenting a count D wherein D is measured in units of decitex. An upper layer of geotextile material provides mechanical protection of the lower layer. The upper layer presents in its thickness constrictions more open than the constrictions of the lower layer to avoid clogging of the lower layer. The upper layer is made of synthetic filaments or fibers presenting a count at least equal to 2D. The upper and lower layers are bonded to each other.

Abstract: This invention relates to a geotextile structure for filtration, which comprises:

Abstract: This invention relates to a facing for the bank of earthen formations, particularly soil masses reinforced by geotextile sheets, said facing being composed of plates individually hooked to the bank by supple hooking elements, and the plates are disposed in substantially horizontal rows, the plates of one row partially overlapping the plates of the row immediately therebeneath.