Reuse of Waste Ferrochrome Slag in the Production of Mortar with Improved Thermal and Mechanical Performance

被引:43
作者
Al-Jabri, K. [1 ]
Shoukry, H. [2 ]
Khalil, Ibrahim S. [2 ]
Nasir, Sobhi [3 ]
Hassan, Hossam F. [1 ]
机构
[1] Sultan Qaboos Univ, Coll Engn, Dept Civil & Architectural Engn, POB 33, Al Khoud 123, Oman
[2] Housing & Bldg Natl Res Ctr, 87 El Tahrir St,POB 1770, Cairo, Egypt
[3] Sultan Qaboos Univ, Earth Sci Res Ctr, Al Khoud 123, Oman
关键词
Mortar; Ferrochrome (FeCr) slag; Compressive strength; Flexural strength; Drying shrinkage; Thermal conductivity; Microstructure; AGGREGATE SURFACE; CEMENT; CONDUCTIVITY; CONCRETE; HEAT; SAND; COMPOSITES; INTERFACE; ROUGHNESS; ASH;
D O I
10.1061/(ASCE)MT.1943-5533.0002345
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study focuses on the reuse of waste ferrochrome (FeCr) slag as a partial replacement for sand in the production of cement mortar with improved thermal and mechanical properties. Sand was replaced by FeCr slag in different percentages ranging from 0 up to 20% (by weight). The flowability test was performed to evaluate the mortar's behavior in a fresh state. Tests for the compressive strength, flexural strength, drying shrinkage, thermal conductivity, and specific heat of the blended mortars have been conducted according to ASTM standards at 3, 7, and 28days of curing. X-ray diffraction (XRD) was utilized to examine the phase composition. The scanning electron microscope (SEM) was used for inspecting the microstructure changes of the hardened samples. The results revealed considerable improvements in the compressive and flexural strengths; improvement ratios of about 33 and 39% were attained respectively at 20% FeCr slag replacement after 28days of curing. The drying shrinkage generally decreased with increasing replacement of sand by FeCr slag. FeCr slag acts to increase both the thermal conductivity and specific heat effectively. FeCr slag caused remarkable modifications in the microstructure of the blended mortars. (c) 2018 American Society of Civil Engineers.
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页数:10
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