Additives for soil, soil compositions and methods of making
원문보기
IPC분류정보
국가/구분
United States(US) Patent
등록
국제특허분류(IPC7판)
C09K-017/40
C09K-017/04
C09K-017/06
출원번호
US-0311024
(2011-12-05)
등록번호
US-9102870
(2015-08-11)
발명자
/ 주소
Naguib, Aiman
출원인 / 주소
ENTACT, LLC
대리인 / 주소
Gardere Wynne Sewell LLP
인용정보
피인용 횟수 :
0인용 특허 :
29
초록▼
Improvements for soil are described that include a first particle in dry or powder form with a calcium oxide content greater than a second particle, the second particle, also in dry or powder form, with a calcium oxide content less than the first particle and preferably a low sulfate content. When a
Improvements for soil are described that include a first particle in dry or powder form with a calcium oxide content greater than a second particle, the second particle, also in dry or powder form, with a calcium oxide content less than the first particle and preferably a low sulfate content. When added to soil the improvement maintains a low sulfate content, generally 5,000 ppm or less. Methods of improving soil are also described. When added to soil, the improvement described increases the original soil strength, sufficient for foundation and piling structures, road works and/or buildings or equipment. When soil is modified as described, the improved soil will have an unconfined compressive strength of less than 100 psi or less than 75 psi in 28 days. The improved soil is stronger, suitable for large scale projects while satisfying or maintaining a low sulfate content and a desired UCS value.
대표청구항▼
1. A soil composition comprising soil that has been strengthened to an unconfined compressive strength of less than 100 psi in 28 days, wherein the soil is strengthened by an addition in a dry or powder form comprising:a first ash particle, wherein the first ash particle is in dry or powder form and
1. A soil composition comprising soil that has been strengthened to an unconfined compressive strength of less than 100 psi in 28 days, wherein the soil is strengthened by an addition in a dry or powder form comprising:a first ash particle, wherein the first ash particle is in dry or powder form and has a calcium oxide content greater than a second ash particle; andthe second ash particle comprising a fly ash having a calcium oxide content that is greater than 20 wt. % with a low sulfate content less than that of the first ash particle,wherein the second ash particle is in dry or powder form,wherein the addition added to the soil is in an amount that is about or less than about 25 wt. % based on weight of the soil, the soil composition with the addition therein having a sulfate content less than 5000 ppm. 2. The soil composition of claim 1, wherein the first ash particle is a circulating fluidized boiler ash. 3. The soil composition of claim 1, wherein the first ash particle is a combustion by-product from a lime or limestone injection boiler. 4. The soil composition of claim 1, wherein the second ash particle is Class C fly ash with a calcium oxide content up to about 60 wt. %. 5. The soil composition of claim 1, wherein the soil composition further comprises a polymer that is an acrylic polymer or copolymer and is added to the soil in an amount that is between about 1% and 5%, based on the weight of the soil. 6. The soil composition of claim 1, wherein the soil is considered to be uncontaminated by harmful petrochemicals or hydrocarbon compounds or is not sludge from a commercial or industrial operation. 7. The soil composition of claim 1, wherein the first ash particle is at least one of a boiler ash, bed ash, and bottom ash, from a combustion that includes lime or limestone. 8. The soil composition of claim 1, wherein the addition is combined together prior to being added to the soil. 9. The soil composition of claim 1, wherein the addition is added in separate components to the soil. 10. The soil composition of claim 1, wherein the addition does not require a cementitious binder or a hydration reaction. 11. The soil composition of claim 1, wherein the addition does not undergo further surface modification prior to being added to the soil. 12. The soil composition of claim 1, wherein the soil composition is ready for use in as early as three days after the addition is added to the soil. 13. A composition comprising soil, circulating fluidized boiler ash, and Class C fly ash, wherein the composition when blended has an unconfined compressive strength of less than 75 psi at in 28 days and a sulfate content less than 5000 ppm, and wherein the soil is not sludge from a commercial or industrial operation. 14. The composition of claim 13, wherein in addition to the composition, a dispersant is included, the dispersant comprising any one or more of an anionic surfactant and an acrylic polymer or copolymer.
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