694 54 12341 4 36019 document 12341 Quaternary systems.zip application/zip c4e91efe90576a09ea73b87587b340a9 MD5 5019999 2019-11-12 15:09:06 https://researchdata.bath.ac.uk/694/2/Quaternary%20systems.zip 694 2 2 application/zip other PDFs resulting from the editable PowerPoint figures en public cc_by

Quaternary systems.zip

data 17635 2 64630 document 17635 Barrie Dams Data collection and editable figures for quaternary cement systems paper.zip application/zip 3c7da239c3091fe79d58efc9d8fd6a07 MD5 182078246 2023-11-27 13:22:10 https://researchdata.bath.ac.uk/694/3/Barrie%20Dams%20Data%20collection%20and%20editable%20figures%20for%20quaternary%20cement%20systems%20paper.zip 694 3 3 application/zip other Data collection (MS Excel) and editable figures (MS PowerPoint) en public cc_by

Barrie Dams Data collection and editable figures for quaternary cement systems paper.zip

data archive 7650 disk0/00/00/06/94 2023-11-28 09:12:27 2024-07-18 12:31:51 2023-11-28 09:12:27 data_collection show Dams Barrie B.Dams@bath.ac.uk 0000-0001-7081-5457 University of Bath TRUE Supervisor Ball Richard R.J.Ball@bath.ac.uk 0000-0002-7413-3944 University of Bath Supervisor Shepherd Paul P.Shepherd@bath.ac.uk 0000-0001-7078-4232 University of Bath CP0020 CP0070 dept_civ_eng Microsoft Excel was used for data organisation and analysis and Microsoft PowerPoint for figures exported to PDF for use in LaTeX. Data relating to work undertaken in the final year of the author's PhD involving the development of a fibrous, pseudoplastic quaternary cement system featuring portland cement, calcium aluminate cement, calcium sulphate and fly ash. The dataset includes data from mechanical tests, rheology tests, calorimeter tests, extrusion tests, deformation tests, force required tests and mix formulations. 2023-11-27 University of Bath public RightsHolder University of Bath Engineering and Physical Sciences Research Council https://doi.org/10.13039/501100000266 EP/N018494/1 Aerial Additive Building Manufacturing: Distributed Unmanned Aerial Systems for in-situ manufacturing of the built environment Engineering and Physical Sciences Research Council https://doi.org/10.13039/501100000266 EP/L016869/1 EPSRC Centre for Doctoral Training in the Decarbonisation of the Built Environment (DBE) University of Bath https://doi.org/10.13039/501100000835 Research scholarship dcarb Extrusion and deposition data were collected by observation and manual recording. Mechanical tests were carried out on an Instron Universal 2630-120/305632. Settlement tests compressed material at a rate of 2 mm/minute. Four-point bending flexural tests were in accordance with British Standard BS EN 12390-5:2009 (BSI,2009). Compressive tests were subsequently conducted in line with British Standard BS EN 1015-11:1999 (BSI, 1999). Rheometer tests: A TA DHR-2 rheometer was used to conduct the tests with a 25 mm diameter flat upper geometry plate and flat 40 mm diameter lower plate. Flow tests were shear stress-controlled using linear stress ramps ranging from 300 - 6000 Pa and 900 - 50000 Pa. Oscillation tests were conducted over a period of 2000 seconds, covering the open time of the OPC/PFA/CAC/CS mixes and were controlled using an angular displacement of 5x10−5 radians with frequency maintained at 1 Hz. Calorimetry tests: mixes were placed in a Calormetrix I-Cal 4000 isothermal calorimeter immediately following mixing and vibration. Each mix was tested three times, with the chamber temperature maintained at 7°C, 14.5°C and 22°C respectively. Tests were carried out over a period of forty eight hours. Data was created in the software of the laboratory instruments but all were imported into Microsoft Excel; the Excel files contain all relevant data for the work. 2018-09-01 2019-07-26 en 1 10.15125/BATH-00694 https://doi.org/10.3390/designs7060137 pub open