Ground Limestone

Keyword(s):  
1994 ◽  
Vol 7 (8) ◽  
pp. 1057-1067 ◽  
Author(s):  
G.J. Brown ◽  
N.J. Miles ◽  
S.T. Hall
Keyword(s):  
Flue Gas ◽  

Author(s):  
J.W. Woodcock

In this paper the word "lime" is restricted in is application to burnt lime, slaked lime and ground limestone and does not include ,other calcium compounds, such as phosphate or nitrate, which are applied on account of a direct manurial value.


1999 ◽  
Vol 21 (2) ◽  
pp. 99-105 ◽  
Author(s):  
Jean Péra ◽  
Sophie Husson ◽  
Bernard Guilhot

2010 ◽  
Vol 168-170 ◽  
pp. 1449-1454
Author(s):  
Heng Lin Lv ◽  
Fu Ping Jia ◽  
Yong Cheng ◽  
Yong Li ◽  
Yu Long ◽  
...  

The effect of replacement of Portland cement by ground limestone as well as its specific surface Blaine (SSB) on the physical-mechanical properties of fresh and hardened cement paste is studied. The binder was composed of cement and limestone, which was prepared by eight replacement levels of limestone powder (0,5,10,15,20,25,30 and 35%) of binder by mass and four levels of SSB (300,600,800 and 1000 m2/kg). Test results demonstrated that the water requirement of normal consistency and the setting times(initial and final) decreased obviously as the replacement level of limestone powder increased and the extent of reduction was noticeable with the increase of SSB of limestone powder. The compressive strength of mortar incorporating different replacement levels and various SSB of limestone powder increased steadily with ages. The compressive strength decreased with the increase of replacement level of limestone, while as increased with the increase of SSB at the same replacement level and ages. The SSB influence factor was created to describe the effect of SSB of limestone powder on the compressive strength. The strength activity index of limestone powder concerning the replacement levels, SSB of limestone powder and mortar ages was established. The grade of limestone powder was suggested in order to reasonable utilization.


2017 ◽  
Vol 141 ◽  
pp. 335-342 ◽  
Author(s):  
Jedadiah F. Burroughs ◽  
Jay Shannon ◽  
Todd S. Rushing ◽  
Kevin Yi ◽  
Quinn B. Gutierrez ◽  
...  

2013 ◽  
Vol 62 (3) ◽  
pp. 183-188
Author(s):  
J. Sallanko ◽  
J. Hietala ◽  
R. Lindström ◽  
A. Kytövaara ◽  
T. Väisänen

Materials ◽  
2021 ◽  
Vol 14 (16) ◽  
pp. 4433
Author(s):  
Hao Liu ◽  
Shihong Peng ◽  
Ke Zhang ◽  
Yuelin Qin ◽  
Fei Meng ◽  
...  

Vanadium−titanium magnetite (VTM) is an important raw material for ironmaking under the situation of increasingly demanding scarce resources. To further improve the metallurgical properties of pellets, and to satisfy the requirements of blast furnace slag basicity, finely ground dolomite and limestone have been added to the pellet. In this study, the effect of finely ground dolomite and limestone on the metallurgical properties (green pellet drop strength, cold compression strength, reduction swelling index, and microscopic mineral structure) of VTM pellets were investigated. With the addition of finely ground dolomite and limestone, the drop strength of the green pellet was improved. The effect of adding finely ground limestone was greater than adding finely ground dolomite. Adding more finely ground dolomite and limestone compared to pellets without limestone and dolomite, the cold compression strength was decreased, which was attributed to the decomposition of limestone and dolomite during the induration of pellets. With the addition of dolomite, the reduction swelling index (RSI) increased firstly and then decreased. When the basicity of the pellet was 0.54 to 0.94, the slag phase with the lowest melting point was formed, corresponding to the maximum of the reduction swelling index. For the pellets with added limestone, the reduction swelling of the pellets deteriorated. The reduction index of the pellets increased and reached the maximum (26.6%) at a basicity of 1.54, which belongs to abnormal swelling.


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