Method of soil stabilization using fibers
A soil stabilization mixture comprising a mixture of soil to be stabilized, fibers and binder. The soil and the fibers are mixed together. The binder, which acts as a chemical stabilizer, is then added and mixing continues. The mixture is then applied to the soil to be stabilized and the stabilized soil is then compacted. The fibers can be recycled carpet fibers, fiber reinforced polymer, biofibers or a mixture thereof. The binder includes mixtures of Portland cement and at least one of crushed glass, metakaolin and ground blast furnace slag.
1. A method of stabilizing a quantity of soil comprising:
mixing a quantity of soil with 0.5-3.0% (w/w) fibers to a substantially homogeneous mixture, said fibers being selected from the group consisting of: recycled carpet fibers; fiber reinforced polymer; biofibers and mixtures thereof;
adding to said mixture 5-40% (w/w) of a binder, said binder comprising a mixture of Portland cement, and one or more of ground blast furnace slag, crushed glass and metakaolin, said mixture comprising 50-85% (w/w) Portland Cement; 0-50% (w/w) crushed glass; 0-15% (w/w) metakaolin; and 0-50% (w/w) ground blast furnace slag; and
compacting the mixture.
2. The method according to claim 1 wherein the biofiber is selected from the group consisting of hemp, flax, straw, flax shive and flax mulch.
3. The method according to claim 1 wherein the fibers are of a length between 1-40 mm.
4. The method according to claim 1 wherein the fibers are added at 0.75% to 2.5% of the dry weight of the soil.
5. The method according to claim 1 wherein the binder is added at 10-40% of the dry soil weight.
6. A method of stabilizing a quantity of soil comprising:
removing a quantity of soil from a soil area to be stabilized;
mixing the soil with 0.5-3.0% (w/w) fibers to a substantially homogeneous mixture, said fibers being selected from the group consisting of: recycled carpet fibers; fiber reinforced polymer; biofibers and mixtures thereof;
adding to said mixture 5-40% (w/w) of a binder, said binder comprising a mixture of Portland cement, and one or more of ground blast furnace slag, crushed glass and metakaolin, said mixture comprising 50-85% (w/w) Portland Cement; 0-50% (w/w) crushed glass; 0-15% (w/w) metakaolin; and 0-50% (w/w) ground blast furnace slag;
applying said mixture to the soil area to be stabilized; and
compacting the mixture and the soil area to be stabilized.
7. The method according to claim 6 wherein the biofiber is selected from the group consisting of hemp, flax, straw, flax shive and flax mulch.
8. The method according to claim 6 wherein the fibers are of a length between 1-40 mm.
9. The method according to claim 6 wherein the fibers are added at 0.75% to 2.5% of the dry weight of the soil.
10. The method according to claim 6 wherein the binder is added at 10-40% of the dry soil weight.
11. A method of carrying out a full depth reclamation procedure comprising:
pulverizing a quantity of asphalt, concrete or cement;
mixing the pulverized asphalt, concrete or cement with 0.5-3.0% (w/w) fibers to a substantially homogeneous mixture, said fibers being selected from the group consisting of: recycled carpet fibers; fiber reinforced polymer; biofibers and mixtures thereof;
adding to said mixture 5-40% (w/w) of a binder, said binder comprising a mixture of Portland cement, and one or more of ground blast furnace slag, crushed glass and metakaolin, said mixture comprising 50-85% (w/w) Portland Cement; 0-50% (w/w) crushed glass; 0-15% (w/w) metakaolin; and 0-50% (w/w) ground blast furnace slag; and
compacting the mixture.
12. The method according to claim 11 wherein the biofiber is selected from the group consisting of hemp, flax, straw, flax skive and flax mulch.
13. The method according to claim 11 wherein the fibers are of a length between 1-40 mm.
14. The method according to claim 11 wherein the fibers are added at 0.75% to 2.5% of the dry weight of the soil.
15. The method according to claim 11 wherein the binder is added at 10-40% of the dry soil weight.