CH-RWSR-CA-Endako Mine Retaining Wall,British
Transcription
CH-RWSR-CA-Endako Mine Retaining Wall,British
CASE HISTORY Rev:00, Issue Date 07.22.2014 ENDAKO MINE RETAINING WALL Fraser Lake, British Columbia, CANADA Mechanically Stabilized Earth Wall Products: Terrawall, MacGrid WG30 Project Background: The Endako Mine is an open pit molybdenum mine located near Fraser Lake, 160km northwest of Prince George, British Columbia. During an expansion in 2008, an in-pit crusher was relocated, requiring the construction of a large retaining wall. The Endako Mine is a fully integrated facility that began operations in 1965. It includes a concentrator that process ore through crushing, grinding, and floatation circuits Problem: The proposed retaining wall had an irregular layout as it was necessary to use the retaining wall to create a dump pocket around the in-pit crusher. At the highest point, the wall had to be approximately 13m high, with a length of 92m. Ore trucks hauling to the crusher required that the wall be designed to support loads of up to 150kPa. The engineering consultant retained by Endako Mines to implement the expansion of the mine, Tetra Tech (formerly Wardrop Engineering), approached Maccaferri Canada Ltd. to discuss the feasibility of the proposed retaining wall. View of finished Terrawall system Solution: Using information provided by Tetra Tech, Maccaferri technical staff designed the mechanically stabilized earth wall using Terrawall woven wire mesh facing units and high strength MacGrid WG geosynthetic reinforcement. GeoNorth Engineering Ltd. was retained by Maccaferri to conduct the final review of the design and to provide periodic inspection services of the engineered backfill. The height of the structure and the loading imposed by the ore trucks necessitated the use of high strength geosynthetic reinforcement. Using 65cm high Terrawall units, MacGrid WG30 (Tult=300kN/m) was selected as a suitable reinforcements. The length of reinforcement was up to 15m long in some locations within the structure. Once completed, the MSE wall had a frontal face area of approximately 1,280m2. Terrawall is a structure made of the double twisted hexagonal woven heavily galvanized and PVC coated wire mesh that are used for soil retaining applications. The TerrawallTM units are supplied already cut to the specified measurements without requiring cutting on site. The can be used as soil retaining structures or as facing units used in conjunction with high strength polyester geogrids (MacGrid WG, ParaGrid or ParaLink) Owner/Operator: Thompson Creek Endako Mine Products used: Terrawall, MacGrid WG30 Date of operation October/November 2008 Support Loads 150kPa CATERPILLAR 789C Haul Truck MacGrid® WG series geogrids are used predominately in Mechanically Stabilized Earth (MSE) and Reinforced Soil Slope (RSS) structures as soil reinforcement. MacGrid® WG geogrids are made from high molecular weight, high tenacity polyester multifilament yarns. The yarns are woven under tension in the machine direction and finished with a polymeric coating. MacGrid® is engineered to be mechanically and chemically durable, and resistant to biological degradation. View of the Haul Truck dumping on dump pocket Closer view of Terralwall System Closer view of the opposite side of Terralwall System Plan and Elevation View Cross Section 400 Collier MacMillan Drive, Unit B Cambridge, ON N1R 7H7 Tel: 519-623-9990 Fax: 519-623-1309 MACCAFERRI CANADA LTD. email: info@maccaferri.ca website: www.maccaferri.com Montréal, QC Calgary, AB Edmonton, AB Vancouver, BC tel: 450-420-1845 tel: 403-244-6556 tel: 780-447-2719 tel: 604-683-4824 © 2014 Maccaferri Canada Ltd. Printed in Canada
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