Go to  Advanced Search

Sand tailings dams : design, construction and operation

Show full item record

Files in this item

Files Size Format Description   View
Barrera_S_et_al_TMW_2011.pdf 207.2Kb Adobe Portable Document Format   View/Open
Title: Sand tailings dams : design, construction and operation
Author: Barrera, Sergio; Valenzuela, Luis; Campaña, Jose
Issue Date: 2011-11
Publicly Available in cIRcle 2011-10-17
Series/Report no. Tailings and Mine Waste 2011: Vancouver, Canada
Abstract: The design of sand tailings dams for tailings impoundments in highly seismic regions has been subjected to a long development process with continuous improvement mainly because of the general concern originated by several earthquake induced failures. Two important hydraulic sand fills and sand tailings dam failures in the 1960’s (San Fernando dam in California and El Cobre tailings dam in Chile) are the most well-known. The development process continued until it achieved the present situation where recent designs show a reasonably high degree of safety and reliability and also relatively cost effective construction and operational control methods. As a consequence of the knowledge and experience gained mainly over the last 30 years, it has been possible not only to design but also to construct and to operate sand tailings dams of more than 200 m in height and with rates of production and placement of tailings sand as high as 45,000 tons per day. This achievement is the result of continuous knowledge gained regarding geotechnical behaviour of tailings sands under high confining pressures; hydraulic transport and pumping of sandy slurries; new numerical methods of dynamic stability analysis and the improvement of reliable sand disposal and compaction methods. This paper provides a summary of the evolution that occurred over the last 30 years in the design of tailings impoundments with sand dams. It also describes the fundamental design concepts, the knowledge gained in the behavior of tailings sands under high confining pressures and dynamic loads. The paper finally identifies areas where it is possible to further improve designs, operation and closure. A large part of the experience and examples presented are related to actual tailings dams located in Chile, where several high and large dams exist or are planned to be built shortly. [All papers were considered for technical and language appropriateness by the organizing committee.]
Affiliation: Non UBC
URI: http://hdl.handle.net/2429/38018
Peer Review Status: Unreviewed
Scholarly Level: Other

This item appears in the following Collection(s)

Show full item record

All items in cIRcle are protected by copyright, with all rights reserved.

UBC Library
1961 East Mall
Vancouver, B.C.
Canada V6T 1Z1
Tel: 604-822-6375
Fax: 604-822-3893