Performance-based procedure for the definition of controlled low-strength mixtures
Controlled low-strength material (CLSM) is a self-consolidating cementitious material used as backfill in narrow trenches. The high content of aggregates and water in CLSM leads to a special behavior that is closer to soil than concrete. Consequently, mixture proportioning methodologies for conventi...
| Authors: | ; ; ; |
|---|---|
| Format: | Article |
| Publication date: | 2015 |
| Country: | España |
| Institution: | Universitat Politècnica de Catalunya (UPC) |
| Repository: | UPCommons. Portal del coneixement obert de la UPC |
| Language: | English |
| OAI Identifier: | oai:upcommons.upc.edu:2117/84183 |
| Online Access: | https://hdl.handle.net/2117/84183 https://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0001283 |
| Access Level: | Open access |
| Keyword: | Cement--Additives Controlled low-strength materials (CLSM) Backfill Optimal mix proportioning Flowability Water-solid ratio Particle packing Ciment -- Additius Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
| _version_ | 1878738627683418112 |
|---|---|
| author | Pujadas Álvarez, Pablo|||0000-0001-5634-7431 |
| author2 | Blanco Álvarez, Ana|||0000-0003-4190-9846 Pialarissi Cavalaro, Sergio Henrique|||0000-0002-9368-0898 Aguado de Cea, Antonio|||0000-0001-5542-6365 |
| author2_role | author author author |
| author_browse | Aguado de Cea, Antonio|||0000-0001-5542-6365 Blanco Álvarez, Ana|||0000-0003-4190-9846 Pialarissi Cavalaro, Sergio Henrique|||0000-0002-9368-0898 Pujadas Álvarez, Pablo|||0000-0001-5634-7431 |
| author_facet | Pujadas Álvarez, Pablo|||0000-0001-5634-7431 Blanco Álvarez, Ana|||0000-0003-4190-9846 Pialarissi Cavalaro, Sergio Henrique|||0000-0002-9368-0898 Aguado de Cea, Antonio|||0000-0001-5542-6365 |
| author_role | author |
| collection | UPCommons. Portal del coneixement obert de la UPC |
| description | Controlled low-strength material (CLSM) is a self-consolidating cementitious material used as backfill in narrow trenches. The high content of aggregates and water in CLSM leads to a special behavior that is closer to soil than concrete. Consequently, mixture proportioning methodologies for conventional concrete do not apply to CLSM. The objective of this paper is to propose a new methodology to achieve the optimal composition that fulfills the flowability and compressive strength requirements of the material. Instead of computing the aggregate or the cement separately, all solid particles in the mixture are considered concurrently to estimate the water content in terms of water-to-solid ratio (W/S). In this way, the compressive strength can be modified without compromising the desired flowability. An example application is presented and an experimental program is conducted to validate this philosophy. The results confirm that the methodology proposed provides compositions that satisfy the main requirements of CLSM, thus representing a contribution to the use of more economical and adequate materials |
| eu_rights_str_mv | openAccess |
| format | article |
| id | ES_b233d4dfd06bf2dcfc616a420bfa0fe1 |
| institution | Universitat Politècnica de Catalunya (UPC) |
| instname_str | Universitat Politècnica de Catalunya (UPC) |
| language | eng |
| network_acronym_str | ES |
| network_name_str | España |
| oai_identifier_str | oai:upcommons.upc.edu:2117/84183 |
| publishDate | 2015 |
| publishDateSort | 2015 |
| reponame_str | UPCommons. Portal del coneixement obert de la UPC |
| spelling | Performance-based procedure for the definition of controlled low-strength mixtures Pujadas Álvarez, Pablo|||0000-0001-5634-7431 Blanco Álvarez, Ana|||0000-0003-4190-9846 Pialarissi Cavalaro, Sergio Henrique|||0000-0002-9368-0898 Aguado de Cea, Antonio|||0000-0001-5542-6365 Cement--Additives Controlled low-strength materials (CLSM) Backfill Optimal mix proportioning Flowability Water-solid ratio Particle packing Ciment -- Additius Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó Controlled low-strength material (CLSM) is a self-consolidating cementitious material used as backfill in narrow trenches. The high content of aggregates and water in CLSM leads to a special behavior that is closer to soil than concrete. Consequently, mixture proportioning methodologies for conventional concrete do not apply to CLSM. The objective of this paper is to propose a new methodology to achieve the optimal composition that fulfills the flowability and compressive strength requirements of the material. Instead of computing the aggregate or the cement separately, all solid particles in the mixture are considered concurrently to estimate the water content in terms of water-to-solid ratio (W/S). In this way, the compressive strength can be modified without compromising the desired flowability. An example application is presented and an experimental program is conducted to validate this philosophy. The results confirm that the methodology proposed provides compositions that satisfy the main requirements of CLSM, thus representing a contribution to the use of more economical and adequate materials Controlled low-strength material (CLSM) is a self-consolidating cementitious material used as backfill in narrow trenches. The high content of aggregates and water in CLSM leads to a special behavior that is closer to soil than concrete. Consequently, mixture proportioning methodologies for conventional concrete do not apply to CLSM. The objective of this paper is to propose a new methodology to achieve the optimal composition that fulfills the flowability and compressive strength requirements of the material. Instead of computing the aggregate or the cement separately, all solid particles in the mixture are considered concurrently to estimate the water content in terms of water-to-solid ratio (W/S). In this way, the compressive strength can be modified without compromising the desired flowability. An example application is presented and an experimental program is conducted to validate this philosophy. The results confirm that the methodology proposed provides compositions that satisfy the main requirements of CLSM, thus representing a contribution to the use of more economical and adequate materials. Peer Reviewed https://hdl.handle.net/2117/84183 https://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0001283 |
| spellingShingle | Performance-based procedure for the definition of controlled low-strength mixtures Pujadas Álvarez, Pablo|||0000-0001-5634-7431 Cement--Additives Controlled low-strength materials (CLSM) Backfill Optimal mix proportioning Flowability Water-solid ratio Particle packing Ciment -- Additius Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
| title | Performance-based procedure for the definition of controlled low-strength mixtures |
| title_full | Performance-based procedure for the definition of controlled low-strength mixtures |
| title_fullStr | Performance-based procedure for the definition of controlled low-strength mixtures |
| title_full_unstemmed | Performance-based procedure for the definition of controlled low-strength mixtures |
| title_short | Performance-based procedure for the definition of controlled low-strength mixtures |
| title_sort | Performance-based procedure for the definition of controlled low-strength mixtures |
| topic | Cement--Additives Controlled low-strength materials (CLSM) Backfill Optimal mix proportioning Flowability Water-solid ratio Particle packing Ciment -- Additius Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
| topic_facet | Cement--Additives Controlled low-strength materials (CLSM) Backfill Optimal mix proportioning Flowability Water-solid ratio Particle packing Ciment -- Additius Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
| url | https://hdl.handle.net/2117/84183 https://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0001283 |