Mauricio Lopez
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Mauricio Lopez has a total of 56 co-authors. Here are the top co-authors by number of shared publications:
- Franco Zunino
Department of Civil and Environmental Engineering, University of California, Berkeley, CA, 94720, USA
5 shared publications - Ivan Navarrete
Pontificia Universidad Catolica de Chile, Santiago, Chile
5 shared publications - Kimberly E. Kurtis
Georgia Institute of Technology
3 shared publications Lawrence F. Kahn
3 shared publicationsPatricia Martinez
3 shared publications- Ricardo Serpell3 shared publications
Latest Publications
- 1 February 2022
- Published by SAGE Publications in 3D Printing and Additive Manufacturing
- Vol. 9 (1) , 64-80
Air Bubbles as an Admixture for Printable Concrete: A Review of the Rheological Effect of Entrained Air
This article presents a review of the current solutions for the rheological challenge of three-dimensional concrete printing (3DCP), providing a rheological definition for printability, and an overview of the current techniques for obtaining a printable concrete, placing special emphasis on understanding structural build-up and the current mixture proportions and admixtures used to improve it. A promising alternative for improving structural build-up is the use of entrained air (EA), as bubbles, whose effects are reviewed in generic yield stress fluids and then specifically in concrete. After revision of micromechanical models and experimental trials from literature on yield stress fluid bubble suspensions and concrete, EA appears to be ideal for 3DCP when generated by anionic surfactants, as it increases static yield stress and decreases plastic viscosity. Cationic surfactants, however, maintain or slightly decrease static yield stress. It is proposed that the lubricating or stiffening property of the bubbles determines their ability to deform under the shear stress generated by the surrounding fluid. The ability to deform depends on the surfactant used to entrain the bubbles and the mixture design of the concrete. Further experimental research must be carried out for the advantages of EA to be fully realized.
- 1 February 2022
- Published by SAGE Publications in 3D Printing and Additive Manufacturing
- Vol. 9 (1) , 64-80
Air Bubbles as an Admixture for Printable Concrete: A Review of the Rheological Effect of Entrained Air
This article presents a review of the current solutions for the rheological challenge of three-dimensional concrete printing (3DCP), providing a rheological definition for printability, and an overview of the current techniques for obtaining a printable concrete, placing special emphasis on understanding structural build-up and the current mixture proportions and admixtures used to improve it. A promising alternative for improving structural build-up is the use of entrained air (EA), as bubbles, whose effects are reviewed in generic yield stress fluids and then specifically in concrete. After revision of micromechanical models and experimental trials from literature on yield stress fluid bubble suspensions and concrete, EA appears to be ideal for 3DCP when generated by anionic surfactants, as it increases static yield stress and decreases plastic viscosity. Cationic surfactants, however, maintain or slightly decrease static yield stress. It is proposed that the lubricating or stiffening property of the bubbles determines their ability to deform under the shear stress generated by the surrounding fluid. The ability to deform depends on the surfactant used to entrain the bubbles and the mixture design of the concrete. Further experimental research must be carried out for the advantages of EA to be fully realized.
- 6 November 2020
- Published by Elsevier in Construction and Building Materials
- Vol. 270, 121453
A lightweight fiber-based approach to reduce the risk of concrete detachment in shotcrete fortified tunnels
- 6 November 2020
- Published by Elsevier in Construction and Building Materials
- Vol. 270, 121453
A lightweight fiber-based approach to reduce the risk of concrete detachment in shotcrete fortified tunnels
- 20 June 2020
- Published by Elsevier in Construction and Building Materials
- Vol. 246, 118369
Towards a more accurate shrinkage modeling of lightweight and infra-lightweight concrete
- 20 June 2020
- Published by Elsevier in Construction and Building Materials
- Vol. 246, 118369
Towards a more accurate shrinkage modeling of lightweight and infra-lightweight concrete
- 1 June 2019
- Published by Elsevier in Journal of Cleaner Production
- Vol. 223, 1029-1041
Designing the incineration process for improving the cementitious performance of sewage sludge ash in Portland and blended cement systems
- 1 June 2019
- Published by Elsevier in Journal of Cleaner Production
- Vol. 223, 1029-1041
Designing the incineration process for improving the cementitious performance of sewage sludge ash in Portland and blended cement systems
- 1 May 2018
- Published by Elsevier in Journal of Cleaner Production
- Vol. 182, 427-436
Development of a new supplementary cementitious material from the activation of copper tailings: Mechanical performance and analysis of factors
- 1 May 2018
- Published by Elsevier in Journal of Cleaner Production
- Vol. 182, 427-436
Development of a new supplementary cementitious material from the activation of copper tailings: Mechanical performance and analysis of factors