Converging Wire Grid for MSE Shear Resistance

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Solution Overview

Problem

Mechanically stabilized earth (MSE) structures face challenges in providing sufficient resistance to shear forces, as existing soil reinforcing elements and configurations do not adequately address the tensile and shear resistance requirements.

Innovation Solution

The MSE structure incorporates soil reinforcing elements with transverse wires coupled to converging longitudinal wires, featuring end connectors with deformations for enhanced weld strength, allowing for robust attachment to vertical facings and improved resistance to shear forces.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If conventional soil reinforcing elements (grid-like steel mats or welded wire mesh) are used, then the basic structural framework is provided, but the resistance to shear forces is insufficient

Engineering Contradiction:
Improveshear force resistanceVSAvoidsoil reinforcing element configuration
Core Design Contradiction:
StrengthVSDevice complexity

Solution Approach 1:

The soil reinforcing element is segmented into multiple longitudinal wires (at least two) that converge at lead ends, with transverse wires coupled to them. This segmentation allows each wire to independently contribute to shear resistance while maintaining overall structural integrity, resolving the contradiction between strength and complexity.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The longitudinal wires are configured to converge at lead ends rather than remaining parallel, creating an asymmetric geometry. This convergence provides mechanical advantage for resisting shear forces by distributing loads more effectively across the element, improving strength without proportionally increasing complexity.

Inventive Principle:
Principle #4Asymmetry

2Strength

If the soil reinforcing elements are attached to a vertical wall, then tensile resistance and erosion prevention are provided, but the connection strength may be insufficient under high shear forces

Engineering Contradiction:
Improveconnection strengthVSAvoidattachment configuration
Core Design Contradiction:
StrengthVSEase of manufacture

Solution Approach 1:

Deformations are pre-formed on the lead ends of the longitudinal wires before attachment to the vertical facing. These deformations (such as bends, loops, or protrusions) are created in advance to facilitate stronger welding or mechanical connection, ensuring adequate connection strength without complicating the attachment process.

Inventive Principle:
Principle #10Preliminary action

3Reliability

If deformations are added to the lead ends for enhanced welding, then weld strength is improved, but the manufacturing process becomes more complex

Engineering Contradiction:
Improveweld strengthVSAvoiddeformation process
Core Design Contradiction:
ReliabilityVSEase of manufacture

Solution Approach 1:

The wire geometry at the lead ends is modified by introducing deformations (changes in shape, curvature, or configuration). These parameter changes in the wire geometry create optimal surfaces and configurations for welding, significantly improving weld strength and reliability while the deformation process remains integrated into standard wire forming operations.

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 enhances the structural integrity of MSE structures by providing increased resistance to shear forces and tensile strength, ensuring stability and durability in retaining wall applications.

Implementation Method 1

An end connector is welded to the lead ends of the longitudinal wires

Methodology Applied
Scientific EffectWelding: Welding

Implementation Method 2

the lead ends have deformations defined thereon... the plurality of deformations provides a more robust weld

Methodology Applied
Scientific EffectDeformation: Deformation

Data Source

PatentUS8734059B2Soil reinforcing element for a mechanically stabilized earth structure
Publication Date: 2014.05.27 CONTECH ENGINEERED SOLUTIONS LLC
  • US8734059B2 patent drawing
  • US8734059B2 patent drawing
  • US8734059B2 patent drawing

AI summary

A soil reinforcing element for use in a mechanically stabilized earth structure is disclosed. The soil reinforcing element may include a pair of longitudinal wires extending substantially parallel to each other and having a connection end. A plurality of transverse wires is coupled to the pair of longitudinal wires and laterally-spaced from each other, thereby forming a welded wire gridworks. To increase the tensile capacity of the soil reinforcing element and also improve pullout valued from the backfill, the soil reinforcing element is made of positively deformed wire or bar stock. An end connector is coupled to the connection end and facilitates connection of the soil reinforcing element to a vertical facing.