MSE Panel Geosynthetic Strip Connection via PVC Pipe Cavity

Resolve Bottlenecks,
Find Innovative Solutions
Generate Solutions

Solution Overview

Problem

Conventional mechanically stabilized earth (MSE) retaining walls face challenges with high pressures from soil movements, temperature effects, and seismic loads, particularly due to the inefficiency of steel reinforcement in backfill soils and the need for costly connections for geosynthetic strips.

Innovation Solution

The use of geosynthetic strips attached to MSE retaining walls and extending into the backfill soil, combined with a novel earth reinforcement rod featuring a solid round bar with circular disks for enhanced pullout resistance, and innovative connection methods using PVC pipes and rubber inserts to secure geosynthetic strips without exposed steel.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Strength

If steel strips or welded wire meshes are used for reinforcement, then the structural strength is improved, but the corrosion resistance deteriorates and the cost increases

Engineering Contradiction:
Improvestructural strengthVSAvoidcorrosion resistance
Core Design Contradiction:
StrengthVSReliability

Solution Approach 1:

The patent uses geosynthetic strips that are non-metallic and corrosion-resistant, replacing traditional steel reinforcement. The geosynthetic material provides sufficient strength while eliminating corrosion issues, effectively using a disposable-like approach where the reinforcement is replaced rather than protected.

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

Solution Approach 2:

The patent employs composite reinforcement systems combining geosynthetic strips with concrete panels and backfill soil. This composite approach integrates multiple materials (geosynthetic, concrete, soil) to achieve both strength and corrosion resistance, replacing pure steel reinforcement with a multi-material system.

Inventive Principle:
Principle #40Composite materials

2Force

If steel reinforcement is used, then the pullout resistance is improved, but the device complexity increases due to connection requirements

Engineering Contradiction:
Improvepullout resistanceVSAvoidconnection complexity
Core Design Contradiction:
ForceVSDevice complexity

Solution Approach 1:

The patent extracts the steel reinforcement component and replaces it with geosynthetic strips that have different connection requirements. The geosynthetic strips are embedded directly into the backfill soil without requiring complex steel-to-steel connections, simplifying the overall system while maintaining pullout resistance.

Inventive Principle:
Principle #2Taking out (Extraction)

Solution Approach 2:

The geosynthetic strip acts as an intermediary between the concrete panel and the backfill soil. Instead of direct steel-to-soil contact requiring complex protective measures, the geosynthetic material serves as a mediator that provides reinforcement and simplifies the connection interface.

Inventive Principle:
Principle #24Intermediary (Mediator)

3Strength

If conventional steel reinforcement is used, then the structural integrity is improved, but the cost increases due to steel connections

Engineering Contradiction:
Improvestructural integrityVSAvoidmanufacturing cost
Core Design Contradiction:
StrengthVSEase of manufacture

Solution Approach 1:

The patent replaces expensive steel reinforcement and connections with more economical geosynthetic strips. The geosynthetic material is less costly than steel while providing equivalent or superior performance, directly reducing manufacturing costs without compromising structural integrity.

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

Solution Approach 2:

The patent changes the material parameter from metal (steel) to non-metallic (geosynthetic). This parameter change fundamentally alters the cost structure by eliminating steel prices and connection hardware costs, while maintaining the necessary structural integrity through the geosynthetic material's inherent properties.

Inventive Principle:
Principle #35Parameter changes

Data Source

PatentUS12215473B2Method for manufacturing panels for earth retaining wall employing geosynthetic strips
Publication Date: 2025.02.04 EARTH WALL PRODUCTS LLC
  • US12215473B2 patent drawing
  • US12215473B2 patent drawing
  • US12215473B2 patent drawing

AI summary

Disclosed are embodiments of a method for manufacturing concreate panels for a mechanically stabilized earth (MSE) retaining wall that employ geosynthetic strips that attach to the MSE retaining wall and extend into the backfill soil. One embodiment can be generally summarized as follows: (a) providing a mold for the concrete panel; (b) providing in the mold: (1) a plastic pipe; (2) a metal rod situated in the pipe; (3) a removable block-out insert that creates a geosynthetic strip cavity within the panel body around the pipe for enabling a geosynthetic strip to be looped around the pipe; (c) introducing concrete into the mold; (d) permitting the concrete to substantially solidity within the mold; and (e) after the concrete has substantially solidified, separating the panel from the mold and removing the block-out insert to expose the cavity and the pipe extending through the cavity.