Application of a Shewhart control chart to monitor clean ash during coal preparation

2017 ◽  
Vol 158 ◽  
pp. 45-54 ◽  
Author(s):  
Xiang Fu ◽  
Ran-feng Wang ◽  
Zhi-yong Dong
Keyword(s):  
Control Chart ◽  
Coal Preparation ◽  
Shewhart Control Chart ◽  
Shewhart Control

scholarly journals ANAEROBIC DIGESTION STABILITY TEST BY SHEWHART CONTROL CHART

2017 ◽  
Vol 37 (3) ◽  
pp. 618-626 ◽  
Author(s):  
Michael S. Alcantara ◽  
Geovane Grisotti ◽  
Maria H. F. Tavares ◽  
Simone D. Gomes
Keyword(s):  
Anaerobic Digestion ◽  
Control Chart ◽  
Stability Test ◽  
Shewhart Control Chart ◽  
Shewhart Control

A Study on Incorporating the Tabular CUSUM and Shewhart Control Chart to Monitor Road Surface Quality

2013 ◽  
Vol 723 ◽  
pp. 782-789
Author(s):  
An Pi Chang ◽  
Jyh Dong Lin ◽  
Chien Cheng Chou ◽  
Chen Yu Hsu
Keyword(s):  
Quality Control ◽  
Statistical Analysis ◽  
Control Chart ◽  
Concrete Strength ◽  
Control Analysis ◽  
Rigid Pavement ◽  
Shewhart Control Chart ◽  
Shewhart Control ◽  
Ready Mixed Concrete ◽  
Mixed Concrete

In this article, the Tabular CUSUM (Cumulative Sum) Charts statistic method is employed to analyze the strength quality control of ready-mixed concrete for rigid pavement, for which the CUSUM is also used to analyze and monitor the micro changes of process mean for the strength of the ready-mixed concrete. The result of analytical study supports that the CUSUM statistical analysis skill is more sensitive than the Shewhart Control Chart in terms of designed mixing ratio parameter, water-cement ratio, and admixtures analyzed under the same concrete strength. When micro changes are presented in continuous mean strength value of the ready-mixed concrete, it can detect the continual changes of the concrete quality in a more accurate way. By combining the CUSUM statistical analysis and Shewhart Control Chart, higher accuracy of the quality control analysis could even be achieved in order the enhance quality control performance when pouring the ready-mix concrete on rigid pavement.

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