US2018363265A1PendingUtilityA1
Soil treatment
Est. expiryJun 15, 2037(~10.9 yrs left)· nominal 20-yr term from priority
Inventors:Richard M. Davies
E02D 2250/003E02D 3/12E02D 2300/00E02D 2300/0014E02D 2300/0051C09K 17/40E02D 3/123C09K 17/14
34
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Claims
Abstract
A method of treatment of foundation soil beneath a structure, comprising treating the foundation soil with an ionic treatment agent, and treating the foundation soil with a soil stabiliser to stabilise the foundation soil.
Claims
exact text as granted — not AI-modified1 . A method of treatment of foundation soil beneath a structure, comprising treating the foundation soil with an ionic treatment agent, and treating the foundation soil with a soil stabiliser to stabilise the foundation soil.
2 . A method as claimed in claim 1 , wherein the soil stabiliser forms a solid or a gel in the foundation soil and thereby stabilises it.
3 . A method as claimed in claim 1 , wherein the respective treatments are carried out sequentially.
4 . A method as claimed in claim 3 , wherein the treatment with the ionic treatment agent is carried out before the treatment with the soil stabiliser.
5 . A method as claimed in claim 3 , wherein the treatment with the soil stabiliser is carried out before the treatment with the ionic treatment agent.
6 . A method as claimed in claim 1 , wherein the respective treatments are carried out simultaneously.
7 . A method as claimed in claim 1 , wherein the respective treatments are carried out on the same portion of the foundation soil.
8 . A method as claimed in claim 1 , wherein the treatment with the ionic treatment agent is carried out on a first portion of the foundation soil above a second portion of the foundation soil, and the treatment with the soil stabiliser is carried out on the second portion.
9 . A method as claimed in claim 8 , wherein the soil stabiliser in the second portion expands to cause compression of the first portion.
10 . A method as claimed in claim 8 , wherein the soil stabiliser is discharged into the second portion at a pressure which causes compression of the first portion.
11 . A method as claimed in claim 1 , wherein the treatment with the ionic treatment agent is carried out on a first portion of the foundation soil below a second portion of the foundation soil, and the treatment with the soil stabiliser is carried out on the second portion.
12 . A method as claimed in claim 1 , comprising injecting the ionic treatment agent into the foundation soil and injecting the soil stabiliser into the foundation soil.
13 . A method as claimed in claim 12 , wherein tubes are used to inject the ionic treatment agent and the soil stabiliser into the foundation soil.
14 . A method as claimed in claim 1 , wherein the treatment with the ionic treatment agent is carried out directly under a central region of a slab of the structure.
15 . A method as claimed in claim 1 , further comprising treating soil around a perimeter of the structure with the ionic treatment agent.
16 . A method as claimed in claim 1 , wherein the soil stabiliser comprises polyurethane.
17 . A method as claimed in claim 1 , wherein the soil stabiliser comprises acrylic.
18 . A method as claimed in claim 1 , wherein the soil stabiliser comprises silicate.
19 . A method as claimed in claim 1 , wherein the soil stabiliser comprises a material which expands in the foundation soil.
20 . A method as claimed in claim 1 , wherein the soil stabiliser fills at least some pore spaces in the foundation sJoin the waitlist — get patent alerts
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