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24 Aug 2001: John D McKinley, Cambridge University. Geotechnical Engineering Group. Abstract. Civil Engineers have used grouted ground anchors to transmit tensile loads into the soil because of the technique’s economic and practical

22 Nov 2004: A better understanding of this soil-structure interaction problem is urgently needed so that safe and economic designs can be achieved.

31 Mar 2004: Site response analysis for the layered soil also showed that there was visible advantage of using a 2D non -linear program over 1D program, as this would enable an economic design.

2 Aug 2011: Introduction. Upheaval Buckling. Failure of an oil or gas pipeline has serious economic and envi-ronmental consequences.

12 Oct 2010: Economic Viability of FRP Prestressed Concrete Structures - Complete . Fibre Reinforced Polymers and aramid ropes have been identified as suitable materials for reinforcing and prestressing concrete. ... The problem appears to be economic, but this

4 Oct 2011: Submitted to ACI Structural Journal. Balafas I. and Burgoyne C.J., Economics of beams reinforced and prestressed with FRP. ... Burgoyne C.J., Does FRP have an economic future?, Invited Keynote Paper, 4th Conf on Advanced Composite Materials in Bridges

29 Feb 2000: Even placing some form of traffic or weight restriction on a strategic bridge can impose a substantial economic burden on a community. ... What does failure actually mean in an elastic analysis and what are the consequences of such a failure in terms of

9 Sep 2014: social and economic sustainability and tertiary impacts, and the lack of transferrable. ... sustainability assessments which improves existing sustainability assessment. methods by incorporating social and economic sustainability as well as providing.

20 Jul 2004: 1. AAACCCMMMBBBSSS MMMCCCAAAPPPCCC IV. ECONOMIC VIABILITY OF STRUCTURES WITH FRP REINFORCEMENT AND PRESTRESS. ... In this paper methods to study the economics of those materials are presented and conclusions on their viability in bridges are drawn.

12 Oct 2006: These results, if confirmed for a wider range of pile sizesand ground conditions, suggest that there may be potentialfor the high stiffness of jacked piles to be exploited formore economic foundation