Effect of high temperature on strength and microstructural properties of cemented paste backfill

• Published in: Fire safety journal Vol. 44; no. 4; pp. 642 - 651
• Main Authors: Fall, M., Samb, S.S.
• Format: Journal Article
• Language: English
• Published: Kidlington Elsevier Ltd 01-05-2009; Elsevier
• Subjects: Applied sciences; Building technical equipments; Buildings; Buildings. Public works; Cement concrete constituents; Cemented paste backfill; Cements; Exact sciences and technology; Fire; Fire behavior of materials and structures; Fire protection; Materials; Microstructure; Properties and test methods; Properties of anhydrous and hydrated cement, test methods; Strength; Tailings; Temperature; Temperature; Cemented paste backfill; Microstructure; Strength; Tailings; Fire; Pore structure; Temperature effect; High temperature; Phase transformation; Experimental result; Fires; Cement paste; Filling
• ISSN: 0379-7112
• DOI: 10.1016/j.firesaf.2008.12.004

The main purpose of this research is to investigate the influence of high temperatures on the strength and microstructure (e.g. pore structure, porosity) of cemented paste backfill (CPB) through a series of experimental tests. A laboratory experimental setup allowing the simulation of various high-temperature conditions is developed. Different types of CPB specimens are exposed to different high temperatures (100, 200, 400 and 600
°C). The strength, porosity, pore size distribution and water absorption of these CPB specimens are then evaluated by laboratory tests. Thermogravimetric and differential thermal analyses are also performed to study the thermal behaviour of the CPBs exposed to high temperatures. The results show that high temperatures have a significant effect on the properties of CPBs. Generally, increasing temperatures up to 200
°C leads to higher strength in most types of CPB studied. The porosity and pore size distribution of the CPBs change only slightly. Above 200
°C, the temperature reduces the strength of the CPBs. The most notable strength decrease takes place at exposure temperatures exceeding 400
°C. The significant decrease of the strength of the CPB is accompanied by a significant change in the microstructure (porosity, pore size distribution, mineral phases). Moreover, the effect of high temperatures on the strength and microstructure of CPBs depends on the water/cement ratio (w/c ratio) and the tailings type.