Expansive Soil Shrinkage Measurement Device Using Movable Arms

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Solution Overview

Problem

Current methods for measuring expansive soil shrinkage are limited, as they only simulate swelling under artificial conditions in laboratories, cannot represent natural soil microstructure, and do not allow simultaneous testing of swelling and shrinkage behavior, making them time-consuming and unable to assess cyclic behavior in the field.

Innovation Solution

A device comprising molds, a scale with movable arms and test wires, and sensors to measure soil deformation under environmental conditions, allowing for field or laboratory testing of soil shrinkage and swelling, and enabling the determination of nano-clay presence and ratio, with optional use of microscopes and cameras for monitoring.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Measurement precision

If laboratory odometers or tri-axial devices are used to measure soil swelling, then swelling measurement capability is provided, but the measurement cannot represent natural soil conditions and takes approximately one month

Engineering Contradiction:
Improveswelling measurement accuracyVSAvoidexperiment duration
Core Design Contradiction:
Measurement precisionVSLoss of time

Solution Approach 1:

The patent replaces traditional mechanical laboratory equipment (odometers, tri-axial devices) with a field-deployable device that uses environmental conditions (temperature, humidity, pressure) to induce and measure soil shrinkage and swelling. This substitution allows rapid field measurements while maintaining measurement accuracy through direct observation of natural soil behavior.

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

Solution Approach 2:

The device measures soil volume changes in response to changing environmental parameters (temperature, humidity, pressure) rather than using controlled laboratory conditions. By monitoring soil response to natural parameter variations, the device achieves both speed and accuracy in representing actual soil behavior.

Inventive Principle:
Principle #35Parameter changes

2Reliability

If disturbed soil samples are used to simulate swelling mechanisms, then swelling can be measured in controlled conditions, but the soil microstructure and compaction factor are completely different from nature

Engineering Contradiction:
Improveswelling measurement reliabilityVSAvoidrepresentation of natural soil conditions
Core Design Contradiction:
ReliabilityVSMeasurement precision

Solution Approach 1:

The device creates a field site that copies natural soil conditions by placing monitoring wells and sensors directly in the ground, allowing measurement of undisturbed soil samples. This approach preserves the original soil microstructure and compaction factors while enabling systematic measurement of shrinkage and swelling behavior under natural environmental conditions.

Inventive Principle:
Principle #26Copying

Solution Approach 2:

The device segments the measurement system into multiple independent components: monitoring wells for soil sample collection, sensors for environmental parameter measurement, and data acquisition systems. This segmentation allows each component to be optimized for its specific function while working together to provide comprehensive measurement of natural soil behavior.

Inventive Principle:
Principle #1Segmentation

3Adaptability or versatility

If traditional swelling measurement systems are used, then swelling behavior can be measured, but shrinkage behavior cannot be tested simultaneously and cyclic behavior cannot be assessed

Engineering Contradiction:
Improvetesting capabilityVSAvoidtime to carry out experiments
Core Design Contradiction:
Adaptability or versatilityVSLoss of time

Solution Approach 1:

The device is designed as a multi-functional system that can simultaneously measure both shrinkage and swelling behavior of soil, as well as monitor cyclic behavior. The same field deployment infrastructure supports multiple measurement functions, eliminating the need for separate experiments and significantly reducing total time required while providing comprehensive soil behavior data.

Inventive Principle:
Principle #6Universality (Multi-functionality)

Solution Approach 2:

The device enables continuous monitoring of soil volume changes in response to ongoing environmental variations. By maintaining continuous measurement capability rather than conducting discrete experiments, the system captures cyclic shrinkage-swelling behavior and provides uninterrupted data on soil response to changing conditions.

Inventive Principle:
Principle #20Continuity of useful action

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

Enables rapid assessment of expansive soil properties, including shrinkage and swelling behavior, under natural conditions, allowing for the development of soil treatments to mitigate damage to structures.

Implementation Method 1

a scale with movable arms and test wires... first and second arms movably positioned on the primary plate, the first arm and the second arm being connected to one another by a plurality of test wires

Methodology Applied
Scientific EffectGravitation: Gravitation

Data Source

PatentUS9625438B1Device for measuring expansive soil shrinkage
Publication Date: 2017.04.18 KING SAUD UNIVERSITY
  • US9625438B1 patent drawing
  • US9625438B1 patent drawing
  • US9625438B1 patent drawing

AI summary

The device for measuring expansive soil shrinkage includes a plurality of molds, a plate positioned beneath each mold, and a scale. The scale includes a primary plate having a center portion including an aperture and a secondary plate. The primary plate is positioned on top of the secondary plate. The scale also includes a plurality of primary supports, each primary support being positioned between the primary plate and the secondary plate, as well as a first arm movably positioned on the primary plate and a second arm movably positioned on the primary plate, the first arm and the second arm being connected to one another by a plurality of test wires. Further, the scale includes a plurality of cantilever arms movably positioned on the primary plate. The cantilever arms are configured for supporting one of the molds on the test wires.