US2018363265A1PendingUtilityA1

Soil treatment

Assignee: DAVIES RICHARD MARKPriority: Jun 15, 2017Filed: Jun 14, 2018Published: Dec 20, 2018
Est. expiryJun 15, 2037(~10.9 yrs left)· nominal 20-yr term from priority
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-modified
1 . 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 s

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