Wednesday 13 – Friday 15 June 2018 | International Convention Centre, Sydney

Michael Sadlier

Principal, Geosynthetic Consultants Australia

Michael Sadlier

Principal, Geosynthetic Consultants Australia

Mike Sadlier is an engineer with a broad construction and civil engineering based business and technical marketing background. Much of his working life has been associated with the development and application of new technology particularly in the fields of geotechnical construction and systems based on geosynthetic materials.

He recently retired as a member of the Management Council of the International Geosynthetics Society and from 2006 to 2010 he served as Chairman of the Technical Committee of the Society.

He has published some fourty-five conference papers on geosynthetics including the IGS International Geosynthetic Conferences at Vienna, Den Hague, Singapore, Atlanta, Nice, Yokohama, Garouja and Berlin in 2014.

In 1992 he established Geosynthetic Consultants Australia, an independent specialist consultancy dealing with project management, quality management and other aspects of geosynthetic application and development.  Major project works have included mining, environmental and infrastructure works in Australia and Asia Pacific as well as Europe.

Where: International Convention Centre, Sydney – Room E5.7

When: Day 2 – Thursday, 14 June 2018, 9.00 – 9.30

Abstract Outline: This paper will draw on the authors experience of various irrigation works in Australia and New Zealand to look at the various options that are available and to help with selection of appropriate options for different circumstances.

In particular it will challenge the view that HDPE is synonymous with geomembrane and that indeed there are now variations in the world of HDPE.  It will discuss various HDPE alternatives such as PVC, Elvalloys, EPDM and coated fabric geomembranes.  It will provide a comparative matrix of different geomembranes and their respective properties.

Finally it will discuss the combined effects of geomembrane choice and associated subgrade preparation requirements and point to some circumstances where a more expensive geomembrane choice might lead to a solution that is less expensive overall.

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