Lowering the global warming impact of bridge rehabilitations by using Ultra High Performance Fibre Reinforced Concretes

Ultra-High Performance Fibre Reinforced Concrete (UHPFRC)is charact erized by aunique combination of extremely low permeability, high strength and deformability. Extensive RD works and applications over the last 10 years have demonstrated that cast on site UHPFRC is afast, efficientand price competitive method for the repair/re habilitation of existing structures. More recently, an original concept of ECO- UHPFRC with ahigh dosage of mineral addition, alow clinker content, and amajority of local components has been applied successfully for the reh abilitation of abridge in Slovenia. The objective of the present study is to evaluate the global warming impact of bridge rehabilitations with different types of UHPFRC and to compare them to more standard solutions, both on the basis of the bridge rehabilitation performed in Slovenia. Life Cycle Assessment (LCA)methodology is used. The analysis shows that rehabilitations with UHPFRC, and even more ECO-UHPFRC, have alower impact than traditional methods over the life cycle.

[1]  R. Frischknecht,et al.  Introduction The ecoinvent Database: Overview and Methodological Framework , 2004 .

[2]  Eugen Brühwiler,et al.  Transport properties of water and glycol in an ultra high performance fiber reinforced concrete (UHPFRC) under high tensile deformation , 2008 .

[3]  Robert J. Flatt,et al.  A simplified view on chemical effects perturbing the action of superplasticizers , 2001 .

[4]  T. Muneer,et al.  Life cycle assessment: A case study of a dwelling home in Scotland , 2007 .

[5]  ScienceDirect Cement & concrete composites , 1990 .

[6]  Agnès Jullien,et al.  Sensitivity of the LCA allocation procedure for BFS recycled into pavement structures , 2010 .

[7]  N. Stern The Economics of Climate Change: Implications of Climate Change for Development , 2007 .

[8]  양민선 IPCC(Intergovernmental Panel on climate Change) 외 , 2008 .

[9]  Gillian Frances Menzies,et al.  Life-Cycle Assessment and the Environmental Impact of Buildings: A Review , 2009 .

[10]  Y. Malier,et al.  Effect of steel fibres at two different stages: The material and the structure , 1987 .

[11]  Rolf Frischknecht,et al.  LCI modelling approaches applied on recycling of materials in view of environmental sustainability, risk perception and eco-efficiency , 2010 .

[12]  Laurent Lardon,et al.  Inclusion of the variability of diffuse pollutions in LCA for agriculture: the case of slurry application techniques , 2010 .

[13]  Hans-Jörg Althaus,et al.  The ecoinvent Database: Overview and Methodological Framework (7 pp) , 2005 .

[14]  James A. Fava,et al.  Will the Next 10 Years be as Productive in Advancing Life Cycle Approaches as the Last 15 Years? , 2006 .

[15]  Aljoša Šajna,et al.  Assessment of UHPFRC based bridge rehabilitation in Slovenia, Two years after application , 2012 .

[16]  R. Heijungs,et al.  Life cycle assessment An operational guide to the ISO standards , 2001 .

[17]  Eugen Brühwiler,et al.  Rehabilitation of concrete structures using Ultra-High Performance Fibre Reinforced Concrete , 2008 .

[18]  Jean-Luc Chevalier,et al.  Life cycle analysis with ill-defined data and its application to building products , 1996 .

[19]  Zhang Xu,et al.  Inventory analysis of LCA on steel- and concrete-construction office buildings , 2008 .

[20]  Duncan Herfort,et al.  Sustainable Development and Climate Change Initiatives , 2008 .

[21]  Millenium Ecosystem Assessment Ecosystems and human well-being: synthesis , 2005 .

[22]  Koichi Kobayashi,et al.  Inventory Data and Case Studies for Environmental Performance Evaluation of Concrete Structure Construction , 2005 .

[23]  Myriam Carcasses,et al.  Field Demonstration of UHPFRC Durability , 2010 .

[24]  A. Shvidenko Ecosystems and Human Well-Being: Synthesis , 2005 .

[25]  E. Brühwiler,et al.  Structural Rehabilitations with Ultra-High Performance Fibre Reinforced Concretes (UHPFRC) / Strukturelle Instandsetzung von Betonbrücken mit Ultra-hochleistungsfähigem Faserfeinkornbeton (UHFB) , 2006 .

[26]  Guillaume Habert,et al.  Cement Production Technology Improvement Compared to Factor 4 Objectives , 2010 .

[27]  Tammy Galvin,et al.  Industry Report 2001. , 2001 .

[28]  Hans-Jörg Althaus,et al.  Relevance of simplifications in LCA of building components , 2009 .

[29]  P. Van den Heede,et al.  Environmental impact and life cycle assessment (LCA) of traditional and ‘green’ concretes: Literature review and theoretical calculations , 2012 .

[30]  Agnès Jullien,et al.  LCA allocation procedure used as an incitative method for waste recycling: An application to mineral additions in concrete , 2010 .

[31]  N. J. Themelis,et al.  Life cycle assessment of using powder and liquid precursors in plasma spraying: The case of yttria-stabilized zirconia , 2010 .

[32]  Emmanuel Denarié,et al.  SAMARIS D22 - Full scale application of UHPFRC for the rehabilitation of bridges – from the lab to the field , 2005 .

[33]  Philippe Ciais,et al.  Update on CO2 emissions , 2010 .

[34]  Göran Finnveden,et al.  Methodological aspects of life cycle assessment of integrated solid waste management systems , 1999 .

[35]  D Goos,et al.  Environmental impacts and fuel efficiency of road pavements , 2004 .

[36]  Aljoša Šajna,et al.  Composite UHPFRC- concrete construction for rehabilitation – most recent advances and applications , 2010 .

[37]  C. Hendriks,et al.  Economic Evaluation of Sectoral Emission Reduction Objectives for Climate Change , 2003 .

[38]  Mathias Borg,et al.  A building sector related procedure to assess the relevance of the usage phase , 2003 .

[39]  Oscar Ortiz,et al.  Sustainability in the construction industry: A review of recent developments based on LCA , 2009 .

[40]  P. Rossi,et al.  High Performance Multimodal Fiber Reinforced Cement Composites (HPMFRCC) , 1997 .

[41]  Robert Le Roy,et al.  Simplified environmental study on innovative bridge structure. , 2009, Environmental science & technology.

[42]  F. Maou,et al.  Durability of a multiscale fibre reinforced cement composite in aggressive environment under service load , 2007 .

[43]  G. Dóka Life Cycle Inventories of Waste Treatment Services , 2003 .

[44]  Mark A. J. Huijbregts,et al.  Application of uncertainty and variability in LCA , 1998 .

[45]  Corinne Le Quéré,et al.  Climate Change 2013: The Physical Science Basis , 2013 .