This page was printed from https://geosyntheticsmagazine.com

Global Synthetics’ Erskine Park Landfill MSE Wall project receives IAA award

News | October 9, 2024 | By:

Global Synthetics recently received the Advanced Textiles Association’s (ATA) International 2024 Achievement Award of Excellence in the Waste – Geosynthetics Project category for its groundbreaking work on the Erskine Park Landfill live expansion project, famously known as the “Great Wall of Sydney.”

Erskine Park Landfill airspace was forecasted to be exhausted in late 2020. No other landfill assets were available in the NSW portfolio. Horizontal expansion was not an option, and conventional vertical expansion methods had been already applied. The landfill was situated at the site of an excavated volcanic diatreme in Western Sydney in Australia. Property boundaries constrain the lateral expansion of the landfill. The required design life was 100 years. A method was required which allowed the landfill to increase capacity and extend its operational life while under operation and without the need for closure, which was called ‘live’ expansion.

Following an optioneering assessment phase by the designer, the Terralink® MSE wall system comprising AceGrid® uniaxial geogrid retaining wall with steel mesh facing was assessed to be feasible and economically viable to increase available airspace for waste placement. This method, which is distinct from piggybacking, involves the construction of a geogrid-reinforced mechanically stabilized earth wall (MSE wall/berm), facilitating the expansion process during active landfill operations. From cost-benefit analysis, 16.5m was selected as the feasible height for the MSE wall.

Some design challenges:

The MSE wall system was not just a wall, but a complicated system including:

New lining system and connection details to the existing liners

New liner support fill

Top of wall features

MSE wall components and details

Foundation

Stormwater management

There were three existing retaining walls downstream around the existing site, just at the boundary of the landfill area, holding the soil and existing landfill site. Also, property boundaries and an LFG pipe was passing just at the edge of the new MSE wall location. There was also a pond at the other edge of the new MSE wall location which needed to be maintained. Construction of the new MSE wall needed some extra checks including stability check of the existing retaining walls due to extra load from the new MSE wall, keeping the pond operational and clean, and to avoid any effect on the exiting LFG pipe.

Due to the site boundaries, the foundation of the new MSE wall in some areas would be partially seated on old waste, which could cause differential settlements below the MSE wall, which needed to be checked and controlled.

Key design considerations:

Key design considerations for the MSE retaining wall included serviceability, settlement, design life and durability from exposure to adverse environments, foundation requirements, backfill quality requirements and construction costs. Apart from internal stability checks and settlement modellings, six scenarios and checks were considered throughout the life of the structure for global failure:

Case 1 – End of MSE wall construction including construction loading.

Case 2 – End of landfill construction, with waste placed on the liner, design loading, long-term GWL.

Case 3 – Long-term loading with undrained parameters below GWL.

Case 4 – Long-term loading with drained conditions.

Case 5 – Long-term loading with extreme GWL conditions.

Case 6 – Earthquake loading.

Other considerations during the design included the durability of the structure and the visual appearance, given the scale of the structure. A high UV-stabilized High Performance TRM (HPTRM) was used within the MSE wall at the facing behind the mesh, for additional long-term durability requirements and geogrid protection as well as providing a green surface and appearance. Crushed rock was used behind the geogrid at the facing to provide surface drainage.

To cover both landfill operation and MSE wall construction requirements and allow for both happening at the same time, the wall was designed and constructed in two stages, so the completed MSE wall section in stage 1 could go under operation and be added to the landfill capacity while the MSE wall in stage 2 was being built.

To account for foundation variability, the wall was designed to accommodate the compression and consolidation of the founding materials to ensure it functioned effectively supporting the landfill lining system and maintained its structural integrity. AceGrid® and Secugrid® biaxial geogrids were also used to stabilize the soil in some parts of the foundation.

The wall was instrumented in different locations for monitoring the horizontal and vertical movements and settlements.

Construction challenges:

Regulatory approvals.

Managing contaminations and sediments to keep the existing pond adjutant to the MSE wall clean and useable.

Managing safety on site, as the wall was being built while the landfill was under operation and accepting waste simultaneously.

Just few a months after the construction started, the COVID 19 pandemic started as well. The landfill operation and MSE wall construction had to be continued and managed with applying all the required health and safety and quarantine requirements.

Two major flood events across 2021 and 2022 in Sydney during wall construction.

Adverse ground conditions.

Features and Benefits:

Erskine Park Landfill’s live expansion, the first of its kind in Australia, features the country’s largest landfill application of MSE technology—900 meters in length and over 16.5 meters high. Overall, more than 400,000m2 of geogrid was used in the construction of the MSE wall system.

The project has set a new standard and precedent for the Australian landfill industry and opened up the opportunity to revitalize dormant assets or extend the life of assets heading towards closure, especially in a climate where fewer and fewer landfills are being approved. The MSE wall technology unlocked 430,000 cubic metres of airspace (about 774,000 tons of extra waste) that was previously not available. This extends the operational life of Erskine Park Landfill by over three years and alleviates some of the pressure on Sydney’s landfill network.

The Erskine Park Landfill in NSW, recognized as the “Great Wall of Sydney,“ showcases a pioneering sustainable approach to landfill expansion known as live expansion. This technology and approach were in line with the client’s Blueprint 2030 strategy, Blueprint 4 – Landfill Optimization, which focuses on investing in new capacity to ensure that there is sufficient airspace at the existing landfill operations.

For its innovative MSE wall project, this project was awarded the ‘Outstanding Innovation, Project or Facility’ award by Waste Management and Resource Recovery of Australia (WMRRA) at the 2023 Australian Landfill and Transfer Station Awards.

Project Details

Fabric 1

AceGrid
Producer/Manufacturer: ACE Geosynthetics Inc.
Primary Use: Main Fabric

Fabric 2

Pyramat
Producer/Manufacturer: Propex Geosynthetics
Primary Use: Additional Fabric

Design Company
Golder/WSP

Subcontractor Company
Global Synthetics

Project Manager Company
Cleanaway

Content is submitted by the participant. ATA is not responsible for the content descriptions of the IAA award winners.

To explore all the 2024 International Achievement Awards Winners entries and read detailed project descriptions , click here. You can also see the IAA Geosynthetic Projects winners here.

Share this Story