IP Library Granted Patent US 7,993,080
Granted Patent B2
US 7,993,080 · App. 12/238,961 · Granted Aug 9, 2011

Earthquake resistant earth retention system using geocells

Assignee: PRS Mediterranean Ltd.
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Quick Facts
Patent No.
US 7,993,080
App. No.
12/238,961
Granted
Aug 9, 2011
Kind
B2
Abstract

A retaining wall comprises a plurality of layers made from geocells. The retaining wall has a capping layer at the top of the wall, wherein the ratio of the length of the capping layer to the height of the retaining wall is at least 0.8. The retaining wall also has at least one stacking layer and may further comprise a reinforcing layer made of geogrids or, preferably, geocells. The reinforcing geocells have a height that is less than the height of the capping layer geocell.

Claims (34)

1. A retaining wall for retaining earth, the retaining wall comprising one capping geocell layer, at least one stacking geocell layer, and at least one reinforcing geocell layer;

wherein the capping geocell layer has a greater length than the at least one stacking geocell layer;

wherein the capping geocell layer is located above the at least one stacking geocell layer and at the top of the retaining wall;

wherein the at least one reinforcing geocell layer has a length greater than the at least one stacking geocell layer and less than the capping geocell layer;

wherein the length of the capping geocell layer is so dimensioned that the ratio of the capping geocell layer length to the height of the retaining wall is at least 0.8; and

wherein the ratio of stacking geocell layers to reinforcing geocell layers is from about 2:1 to about 3:1.

2. A retaining wall for retaining earth, the retaining wall comprising one capping geocell layer, at least one stacking geocell layer, and at least one reinforcing geocell layer;

wherein the capping geocell layer has a greater length than the at least one stacking geocell layer;

wherein the capping geocell layer is located above the at least one stacking geocell layer and at the top of the retaining wall;

wherein the at least one reinforcing geocell layer has a length greater than the at least one stacking geocell layer and less than the capping geocell layer;

wherein the length of the capping geocell layer is so dimensioned that the ratio of the capping geocell layer length to the height of the retaining wall is at least 0.8; and

wherein the ratio of the height of the at least one reinforcing geocell layer to the height of the capping geocell layer is from about one-fifth to one.

3. A retaining wall for retaining earth, the retaining wall comprising one capping geocell layer, at least one stacking geocell layer, and at least one reinforcing geogrid layer;

wherein the capping geocell layer has a greater length than the at least one stacking geocell layer;

wherein the capping geocell layer is located above the at least one stacking geocell layer and at the top of the retaining wall;

wherein the length of the capping geocell layer is so dimensioned that the ratio of the capping geocell layer length to the height of the retaining wall is at least 0.8;

wherein the at least one reinforcing geogrid layer has a length greater than the at least one stacking geocell layer and shorter than the capping geocell layer; and

wherein the ratio of stacking geocell layers to reinforcing geogrid layers is from about 2:1 to about 3:1.

4. The retaining wall of claim 3 , having a plurality of reinforcing geogrid layers, wherein all reinforcing geogrid layers have substantially the same length.

5. A retaining wall for retaining earth, the retaining wall comprising one capping geocell layer, at least one reinforcing geocell layer, and at least one stacking geocell layer;

wherein the capping geocell layer has a greater length than the at least one stacking geocell layer;

wherein the capping geocell layer has a greater length than the at least one reinforcing geocell layer;

wherein the at least one reinforcing geocell layer has a greater length than the at least one stacking geocell layer;

wherein the capping geocell layer is located above the at least one stacking geocell layer and the at least one reinforcing geocell layer at the top of the retaining wall;

wherein the length of the capping geocell layer is so dimensioned that the ratio of the capping geocell layer length to the height of the retaining wall is at least 0.8; and

wherein the ratio of the height of the at least one reinforcing geocell layer to the height of the capping geocell layer is from about one-fifth to one.

6. The retaining wall of claim 5 , having a plurality of stacking geocell layers, wherein all stacking geocell layers have substantially the same length.

7. The retaining wall of claim 5 , having a plurality of reinforcing geocell layers, wherein all reinforcing geocell layers have substantially the same length.

8. A retaining wall for retaining earth, the retaining wall comprising one capping geocell layer, a plurality of reinforcing geocell layers, and a plurality of stacking geocell layers;

wherein the ratio of the length of the capping geocell layer to the height of the retaining wall is at least 0.8;

wherein the capping geocell layer is longer than all reinforcing geocell layers and all stacking geocell layers;

wherein each reinforcing geocell is longer than any stacking geocell; and

wherein the capping geocell layer is located at the top of the retaining wall.

9. The retaining wall of claim 8 , further comprising a foundation geocell layer located at the bottom of the retaining wall.

Assignments (2)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Feb 3, 2016
From: PRS MEDITERRANEAN LTD.
To: GEOTECH TECHNOLOGIES LTD.
Reel/Frame 037658/0624 →
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Mar 6, 2009
From: EREZ, ODED; EREZ, ADI
To: PRS MEDITERRANEAN LTD.
Reel/Frame 022361/0060 →
Continuity (2)
Provisional Application 60975578 · Sep 27, 2007
Related Publication 20090142144A1 · Jun 4, 2009