Treatment process for the stabilization of soils
US-2026062615-A1 · Mar 5, 2026 · US
US9499742B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9499742-B2 |
| Application number | US-201414572609-A |
| Country | US |
| Kind code | B2 |
| Filing date | Dec 16, 2014 |
| Priority date | Dec 16, 2014 |
| Publication date | Nov 22, 2016 |
| Grant date | Nov 22, 2016 |
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The method for enhancing strength and durability of weak soils includes the steps of selecting a weak soil, such as marl or dune sand, mixing the weak soil with 2% cement by weight and between 5% and 30% by weight of Electric Arc Furnace Dust (EAFD) to form a dry mixture, mixing the dry mixture with water to form a substantially homogenized mixture, and curing the homogenized mixture, wherein curing can include the step of sealing the homogenized mixture in an environment having a temperature between 19° C. and 25° C., inclusive, for seven days.
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We claim: 1. A method for enhancing strength and durability of weak soils, consisting of the steps of: selecting a weak soil; mixing the weak soil with cement and Electric Arc Furnace Dust (EAFD) to form a dry mixture, the dry mixture consisting of the weak soil, the cement and the EAFD, the cement is in an amount of 2 wt % of the dry soil and the EAFD is in the amount of between 5 wt % and 30 wt % of the dry soil; mixing the dry mixture with water to form a substantially homogenized mixture; and curing the homogenized mixture. 2. The method for enhancing strength and durability of weak soils according to claim 1 , wherein the weak soil comprises marl. 3. The method for enhancing strength and durability of weak soils according to claim 1 , wherein the weak soil comprises non-plastic marl. 4. The method for enhancing strength and durability of weak soils according to claim 1 , wherein the weak soil comprises dune sand. 5. The method for enhancing strength and durability of weak soils according to claim 1 , wherein the cement comprises Portland cement. 6. The method for enhancing strength and durability of weak soils according to claim 1 , wherein the EAFD is in an amount of 20 wt % of the dry soil, whereby the enhanced weak soil is suitable for use as a sub-base for asphalt pavement. 7. The method for enhancing strength and durability of weak soils according to claim 1 , wherein the EAFD is in an amount of 30 wt % of the dry soil, whereby the enhanced weak soil is suitable for use as a sub-base for concrete pavement.
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