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US4116010A Expired / Lapsed US ⏱️ 0.0 years remaining

Stabilized earth structures

Assignee: Societe Civile des Brevets Henri Vidal
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Filing: 1976-09-24
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Granted: 1978-09-26
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Expires: 1996-09-24
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Abstract

Abstract A structure for stablizing an earth mass, particularly an embankment. The structure includes elongated reinforcement members having transverse ribs for enhancing frictional engagement with the adjacent earth. The structure also includes skin or facing elements with brackets for connecting the reinforcement members to the skin elements. The connection between the brackets and the reinforcement members is arranged to minimize the effects of corrosion.

Inventors

  • 👤 Henri Vidal

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-10-23 14:25
CPC Classifications
E; E02; E02D; E02D29/00; E02D29/02; E02D29/0225; E02D29/0241; E04; E04C; E04C5/00; E04C5/01; E04C5/02; E04C5/03

Claims Analysis

Total Claims: 13
Claim 1
Independent Claim 117 words
A stabilized earth structure comprising a mass of earth, a plurality of reinforcing elements embedded in the mass, said reinforcing elements being elongated and pliable and being capable of sustaining tension without permanently elongating and without fracture, a portion of said earth being in direct frictional engagement with one surface of said reinforcing elements, said one surface having a plurality of ribs spaced apart longitudinally of said element, said ribs having a height of about 3 millimeters, said earth being pressed against said one surface with sufficient pressure to be retained by said ribs and to become an integral part of said reinforcing element, and thereby increasing frictional resistance between said earth mass and said reinforcing elements.
Claim 2
Dependent Claim 117 words
A stabilized earth structure comprising a mass of earth, a plurality of reinforcing elements embedded in the mass, said reinforcing elements being elongated and pliable and being capable of sustaining tension without permanently elongating and without fracture, a portion of said earth being in direct frictional engagement with one surface of said reinforcing elements, said one surface having a plurality of ribs spaced apart longitudinally of said element, said ribs having a height of about 3 millimeters, said earth being pressed against said one surface with sufficient pressure to be retained by said ribs and to become an integral part of said reinforcing element, and thereby increasing frictional resistance between said earth mass and said reinforcing elements.
Claim 3
Dependent Claim 22 words
A stabilized structure according to claim 1 wherein the height of the ribs is less than the thickness of the reinforcing element.
Claim 4
Dependent Claim 19 words
A stabilized structure according to claim 1 wherein the ribs are perpendicular to the length of the reinforcing elements.
Claim 5
Dependent Claim 21 words
A stabilized earth structure according to claim 1 wherein the ribs extend obliquely to the longitudinal axis of the reinforcing element.
Claim 6
Dependent Claim 15 words
A stabilized earth structure according to claim 1 wherein the ribs have a chevron shape.
Claim 7
Dependent Claim 35 words
A stabilized earth structure according to claim 1 wherein said reinforcing element has a surface opposite to said one surface, and said opposite surface has a plurality of ribs spaced longitudinally of said reinforcing element.
Claim 8
Dependent Claim 25 words
A stabilized earth structure according to claim 6 wherein said ribs on said opposite surface are longitudinally offset from said ribs of said one surface.
Claim 9
Dependent Claim 136 words
In a stabilized earth structure of the type having a plurality of reinforcing elements embedded in a mass of earth, said mass having a face along at least one side of the mass, said reinforcing elements being elongated and pliable and being capable of sustaining tension without permanently elongating and without fracture, said earth mass being in direct frictional engagement with opposed surfaces of said reinforcing elements, the improvement wherein said opposed surfaces reinforcing elements have a plurality of transverse ribs spaced apart longitudinally of said elements, said ribs having a height of about 3 millimeters, said ribs on one surface of a reinforcing element being longitudinally offset from the ribs on the opposite surface of said element, said earth mass filling the space between said ribs and engaging substantially the entirety of said opposed surfaces.
Claim 10
Dependent Claim 136 words
In a stabilized earth structure of the type having a plurality of reinforcing elements embedded in a mass of earth, said mass having a face along at least one side of the mass, said reinforcing elements being elongated and pliable and being capable of sustaining tension without permanently elongating and without fracture, said earth mass being in direct frictional engagement with opposed surfaces of said reinforcing elements, the improvement wherein said opposed surfaces reinforcing elements have a plurality of transverse ribs spaced apart longitudinally of said elements, said ribs having a height of about 3 millimeters, said ribs on one surface of a reinforcing element being longitudinally offset from the ribs on the opposite surface of said element, said earth mass filling the space between said ribs and engaging substantially the entirety of said opposed surfaces.
Claim 11
Dependent Claim 25 words
The stabilized earth structure according to claim 8 wherein said opposed surfaces are substantially flat between said ribs, and said ribs are of equal height.
Claim 12
Dependent Claim 23 words
The stabilized earth structure according to claim 8 wherein said ribs are thicker at their base than at their tip to resist deflection.
Claim 13
Dependent Claim 21 words
The stabilized earth structure according to claim 8 wherein said reinforcing elements have a thickness of between 5 and 12 millimeters.

References Cited (Backward Citations)

GB397492A Cited
US2110253A Cited
US3192538A Cited
US3316721A Cited
NL6514655A Cited
DE1634682A1 Cited
US3686873A Cited
US3683741A Cited
CA958237A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1981-09-25 1982-03-27 1982-09-26 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1985-09-25 1986-03-27 1986-09-26 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1989-09-25 1990-03-27 1990-09-26 $7700.00 Window Closed / Lapsed

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