Assessment of earth retaining wall sustainability: value functions and stakeholder weighting sensitivity

dc.contributor.authorPuig Damians, Ivan
dc.contributor.authorBathurst, Richard
dc.contributor.authorLloret Morancho, Antonio
dc.contributor.authorJosa Garcia-Tornel, Alejandro
dc.contributor.authorEl Mansouri, D.
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2019-12-17T09:42:46Z
dc.date.available2020-11-01T01:41:12Z
dc.date.issued2019
dc.description.abstractEarth retaining walls are common geotechnical structures with a wide range of solutions available to perform the same function. More and more, geotechnical engineers are asked to find the best solution among several options in different civil engineering applications based on environmental impact, cost and societal/functional issues. Evaluation of these three pillars during the selection process of a structure (such as an earth retaining wall) is called a sustainability assessment. This paper describes a sustainability assessment methodology and gives examples to select the best sustainable option from candidate conventional gravity and cantilever wall types, and steel and polymeric soil reinforced mechanically stabilized earth (MSE) walls of 5 m height. Analyses were carried out using the MIVES methodology which is based on value theory and multi-attribute assumptions. The paper identifies how indicator issues are scored, weighted and aggregated to generate final numerical scores that allow solution options to be ranked. The final scores include an adjustment based on stakeholder preferences for the relative importance of the three sustainability pillars (environmental, economic (cost) and societal/functional). The analysis results show that MSE wall solutions are most often the best option in each category compared to conventional gravity and cantilever wall solutions and thus most often the final choice when scores from each pillar were aggregated to a final score. The paper also includes a sensitivity analysis of the choice of value functions and stakeholder weighting preferences on the final ranking scores used to select the best sustainable solution. The analyses also show that the choice of value function and stakeholder preferences can lead to a conventional structure being the best option.
dc.description.versionPostprint (author's final draft)
dc.format.extent16 p.
dc.identifier.citationDamians, I.P. [et al.]. Assessment of earth retaining wall sustainability: value functions and stakeholder weighting sensitivity. A: GeoMEast International Congress and Exhibition. "Innovative Solutions for Deep Foundations and Retaining Structures: Proceedings of the 3rd GeoMEast International Congress and Exhibition, Egypt 2019 on Sustainable Civil Infrastructures". Springer Nature, 2019, p. 73-88.
dc.identifier.doi10.1007/978-3-030-34190-9_7
dc.identifier.isbn978-3-030-34189-3
dc.identifier.urihttps://hdl.handle.net/2117/174008
dc.language.isoeng
dc.publisherSpringer Nature
dc.relation.publisherversionhttps://link.springer.com/chapter/10.1007/978-3-030-34190-9_7
dc.rights.accessOpen Access
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
dc.subject.lcshRetaining walls
dc.subject.lemacMurs de contenció
dc.titleAssessment of earth retaining wall sustainability: value functions and stakeholder weighting sensitivity
dc.typeConference report
dspace.entity.typePublication
local.citation.authorDamians, I.P.; Bathurst, R.J.; Lloret, A.; Josa, A.; El Mansouri, D.
local.citation.contributorGeoMEast International Congress and Exhibition
local.citation.endingPage88
local.citation.publicationNameInnovative Solutions for Deep Foundations and Retaining Structures: Proceedings of the 3rd GeoMEast International Congress and Exhibition, Egypt 2019 on Sustainable Civil Infrastructures
local.citation.startingPage73
local.identifier.drac25975556

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