Tunneling and Beyond, The William Barclay Parsons Technical Lecture | |||
by Gerhard Sauer, Dipl. Ing., Dr. tech., P.E. Underground excavation is a dynamic process where geotechnical properties, excavation sequences and immediate support in tandem with the excavation rate interact with each other creating the final raw product. Waterproofing and final lining then form a stable lasting 100% dry and clean tunnel cavern or U-Station. This kind of work though cannot be replicated. It has to be done right the first time! Today, there is an array of means and measures “Toolbox Items“ available allowing us to mine under virtually any circumstances, geotechnical parameters, geometrical and environmental constraints. This presentation also aims to describe some recent developments in sectional construction methods providing flexibility and cost effectiveness instead of getting stuck in conservatism. Flexibility in design (i.e. dual design) needs to be supported with a flexible fair contract allowing alternate proposal by the contractor based on unit price system! This avoids gridlocks at the site and minimizes disputes. We are now in a position to prove that tunnel cost’s compare favorably with elevated structures, especially those in urban settings, and definitely with the classic cut-and-cover method. Also, just as significant, the life cycle of tunnels is at the minimum three times that of aerial structures with much less maintenance. These findings can lead to fundamental changes in the planning process of new or alternate traffic arteries with the realization that underground construction also dramatically reduces the time and effort for environmental and other approval actions. Balanced contract documents are the base; and competence acting on all angles of the project is the vehicle to a safe construction and a quality end product. About the Speaker: |
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Location: CUNY Graduate Center Recital Hall, 365 Fifth Avenue, New York, NY Contact: Terence P. Holman, Ph.D., P.E. at (973) 627-2100 x245 ortholman@mtac.com |