Sulfonic Acid Soil Stabilizer for Frost-Proof Foundations

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Solution Overview

Problem

Existing soil stabilization agents fail to provide a lasting, indestructible improvement in the properties of fine-grained and mixed-grained cohesive soils prone to frost, and are costly and inefficient in terms of process sequence and costs.

Innovation Solution

A soil stabilization agent acting as an ion exchanger and catalyst, composed of easily soluble sulfonic acids and special additives, reduces the water-binding power of soil components, making them hydrophobic and preventing frost damage by displacing hydrogen ions with metal ions, thereby enhancing the soil's strength and load-bearing capacity.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Reliability

If conventional soil stabilization agents (epoxy resin ester, polyvinyl esters) are used, then some soil improvement is achieved, but the improvement is not lasting or indestructible, and the soil remains vulnerable to frost

Engineering Contradiction:
Improvelasting improvement of soil propertiesVSAvoidfrost damage vulnerability
Core Design Contradiction:
ReliabilityVSObject-affected harmful factors

Solution Approach 1:

The patent changes the chemical parameters of the soil stabilization agent by using sulfonic acids and their esters instead of conventional epoxy resins or polyvinyl esters. This chemical parameter change enables the agent to permanently reduce water-binding power and provide frost resistance. The sulfonic acid-based agent creates hydrophobic effects and displaces hydrogen ions with metal ions, fundamentally altering the soil's interaction with water and frost

Inventive Principle:
Principle #35Parameter changes

Solution Approach 2:

The patent creates a composite system by combining sulfonic acids with specific metal ions (calcium, magnesium, aluminum) and special additives. This composite approach produces a stabilization agent that simultaneously achieves multiple functions: water repellency, frost protection, and permanent soil improvement. The composite nature of the agent allows it to address both the reliability and frost resistance requirements

Inventive Principle:
Principle #40Composite materials

2Reliability

If conventional soil stabilization methods are used, then some stabilization is achieved, but the process sequence is costly and inefficient

Engineering Contradiction:
Improvesoil stabilization effectivenessVSAvoidprocess cost and efficiency
Core Design Contradiction:
ReliabilityVSEase of manufacture

Solution Approach 1:

The patent extracts the essential function of soil stabilization from complex multi-component systems and concentrates it into a single sulfonic acid-based agent. This eliminates the need for multiple additives and simplifies the application process. The agent can be applied in a single step without requiring subsequent hardening or complex treatment procedures

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

The sulfonic acid-based stabilization agent performs multiple functions simultaneously: it stabilizes the soil, repels water, prevents frost damage, and improves load-bearing capacity all through a single application. This self-service capability eliminates the need for multiple treatment steps and reduces overall process costs

Inventive Principle:
Principle #25Self-service

3Adaptability or versatility

If fine-grained and mixed-grained cohesive soils are used without treatment, then construction can proceed with available materials, but the soils are not suitable for construction purposes due to frost risk

Engineering Contradiction:
Improveuse of existing soil materialsVSAvoidload-bearing capacity and construction suitability
Core Design Contradiction:
Adaptability or versatilityVSStrength

Solution Approach 1:

The patent changes the physical and chemical parameters of fine-grained and mixed-grained cohesive soils through treatment with sulfonic acid-based agents. The treatment permanently reduces water-binding power, creates hydrophobic effects, and displaces hydrogen ions with metal ions. These parameter changes transform unsuitable soils into construction-ready materials with improved strength and frost resistance

Inventive Principle:
Principle #35Parameter changes

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

The solution results in permanently stable, frost-proof, and high-strength construction layers with reduced water content, preventing capillary rise and structural changes due to frost, thus eliminating the need for replacing unsuitable soils and reducing construction costs and time.

Implementation Method 1

A soil stabilization agent acting as an ion exchanger and catalyst, composed of easily soluble sulfonic acids and special additives, reduces the water-binding power of soil components

Methodology Applied
Scientific EffectIon exchange: Ion Exchange

Implementation Method 2

making them hydrophobic and preventing frost damage by displacing hydrogen ions with metal ions, thereby enhancing the soil's strength and load-bearing capacity

Methodology Applied
Scientific EffectHydrophobic effect: Hydrophobe

Implementation Method 3

A soil stabilization agent acting as an ion exchanger and catalyst, composed of easily soluble sulfonic acids and special additives

Methodology Applied
Scientific EffectCatalysis: Catalysis

Data Source

PatentEP3134581B1Method and soil-stabilizing means
Publication Date: 2018.05.16 MIKKELSEN TERJE
  • EP3134581B1 patent drawingFigure 1a~1j
  • EP3134581B1 patent drawingFigure 2a~2k
  • EP3134581B1 patent drawingFigure 3a~3k

AI summary

Method for permanently stabilizing frost-exposed fine and mixed minerals soils for use as high-load-bearing and frost-proof foundation, base, bedding and filling layers in building and road construction and in earthworks and civil engineering, wherein, in order to produce one or more permanently resistant frost-proof and high-load-bearing construction layers (5, 8) of a substructure (1), a liquid soil-stabilizing means (3) is mixed intensively with at least one layer of the substructure (1) and then, at a water content which is optimum for compaction, compaction is carried out by heavy compacting machinery.