Nano-Cement Soil Stabilization With Uniform Particle Size Control

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Solution Overview

Problem

Existing soil stabilization methods are either costly, environmentally harmful, or lack uniformity and reproducibility, posing challenges for large-scale construction projects.

Innovation Solution

The production of nano-cement through a 'top-down' ball milling process converts commercially available cement to particles of 2-150 nm, which is then mixed with soil in specific ratios to form a suspension or spray for soil stabilization, using a ball mill with controlled parameters to ensure uniformity and efficiency.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Manufacturing precision

If conventional cement is used for soil stabilization, then the method is cost-effective and environmentally friendly, but the particle size is large leading to non-uniform distribution and poor reproducibility

Engineering Contradiction:
Improveparticle size uniformityVSAvoidgrinding process complexity
Core Design Contradiction:
Manufacturing precisionVSDevice complexity

Solution Approach 1:

The cement particles are segmented into smaller and smaller sizes through multi-stage grinding processes, ultimately achieving nanoscale particle sizes (2-150 nm). This segmentation allows for uniform distribution in soil while maintaining the original cement's cost-effective and environmentally friendly properties

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The grinding process uses dynamic parameters such as rotational speed, ball-to-cement ratio, and grinding time that can be adjusted and optimized. This dynamic control enables reproducible results by precisely controlling the particle size reduction process

Inventive Principle:
Principle #15Dynamics

2Stability of the object's composition

If epoxy resin ester is used for soil stabilization, then the overall stability is significantly improved, but it poses environmental hazards for long-term use

Engineering Contradiction:
Improvesoil stabilityVSAvoidenvironmental hazard
Core Design Contradiction:
Stability of the object's compositionVSObject-affected harmful factors

Solution Approach 1:

The patent replaces long-term harmful synthetic materials (epoxy resin) with a more benign material (cement) that can be effectively delivered through nanoscale particle size. The cement provides sufficient stabilization without the environmental persistence and toxicity concerns of epoxy resins

Inventive Principle:
Principle #27Cheap short-living objects (Disposable)

Solution Approach 2:

By changing the particle size parameter of cement to the nanoscale range, the material achieves enhanced reactivity and binding capability that can effectively stabilize soil without requiring harmful chemicals. The nanoscale particles have higher surface area to volume ratio, increasing their effectiveness

Inventive Principle:
Principle #35Parameter changes

3Object-affected harmful factors

If Typha latifolia powder is used for soil stabilization, then it is ecologically advantageous, but it has limited chemical reactivity leading to lesser binding strength

Engineering Contradiction:
Improveecological advantageVSAvoidbinding strength
Core Design Contradiction:
Object-affected harmful factorsVSStrength

Solution Approach 1:

The patent uses cement, an inorganic material with high chemical reactivity and binding strength, to complement the ecological advantages of organic materials. The nanoscale cement particles provide the chemical reactivity and strength that organic materials like Typha latifolia lack, while still maintaining environmental compatibility

Inventive Principle:
Principle #40Composite materials

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 method provides cost-effective, environmentally friendly soil stabilization with improved mechanical integrity and water permeability, suitable for various construction applications, ensuring uniform and reproducible results.

Implementation Method 1

forming a modified cement powder with an average particle size of between 2 nm and 150 nm, wherein forming the modified cement powder is performed by grinding and/or crushing and/or shreading the batch cement in a rotating ball mill

Methodology Applied
Scientific EffectMechanical impact: Impact Force

Implementation Method 2

grinding and/or crushing and/or shreading the batch cement in a rotating ball mill

Methodology Applied
Scientific EffectFriction: Friction

Implementation Method 3

mixing the modified cement powder with the soil sample

Methodology Applied
Scientific EffectDiffusion: Diffusion

Implementation Method 4

improved the available engineering and scientific parameters... optimal amount is prescribed... uniform and reproducible effect on the target soil mixture

Methodology Applied
Scientific EffectAdhesion: Adhesive

Data Source

PatentUS20260008958A1Method for production of a modified cement powder and a method for soil improvement with the modified cement powder
Publication Date: 2026.01.08 NIROUMAND HAMED
  • US20260008958A1 patent drawing
  • US20260008958A1 patent drawing
  • US20260008958A1 patent drawing

AI summary

A method for production of a modified cement powder comprises comprising the steps of: a) acquiring batch cement, and b) forming a modified cement powder A method for improving the stability of a soil sample comprises a steps of: a) acquiring the soil sample, b) acquiring a cement, c) forming a cement powder (nano-cement), optionally preparing a suspension of the nano-cement in water, d) mixing the cement powder or the suspension of the cement powder in water with the soil sample e) applying the mixture obtained in step d) to the required construction site, optionally by applying the PWS mixtureing, f) forming the mixture at the construction site in accordance with a predetermined construction project until a structure of predetermined dimensions is obtained, g) exposing the structure obtained in step f) to an amount of water for the curing time.