APPLICATION OF MULTIVARIATE EWMA FOR PERFORMANCE MONITORING OF RMC
Published In: 5TH INTERNATIONAL CONFERENCE ON ADVANCES IN CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING
Author(s): DEBASIS SARKAR , KEVAL DABASIA
Abstract: Statistical process control is applied in order to monitor and control a process. Statistical process control procedures can be widely applied to understand and improve the production process of construction materials. In performance monitoring of Ready Mix Concrete plant, there are always more than one quality characteristics which affect the performance of concrete and are usually correlated. In this paper, Multivariate exponentially weighted moving average control chart (MEWMA) is applied to monitor the performance of concrete in Ready Mix Concrete plant. The different parameters considered are strength and density at different age of concrete. One difficulty found with multivariate control charts is the interpretation of out-of-control points. The univariate control charts are used to obtain a rough estimate of the sources of Multivariate out-of-control points. EWMA and MEWMA methods are compared for performance monitoring of concrete. The result shows that MEWMA charts are more re
- Publication Date: 28-May-2020
- DOI: 10.15224/978-1-63248-122-1-08
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NANO-COLIN MATERIAL AND ITS EFFECTIVE ON THE COMPACTION FACTOR FOR SANDY SOIL
Published In: 5TH INTERNATIONAL CONFERENCE ON ADVANCES IN CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING
Author(s): ABDEEN M. EL NAGAR , MAHMOUD M. ABU ZEID
Abstract: This study deals with the effect of addition of nano-Colin on some properties of the soil compared Properties obtained from tests carried out on samples. characteristics were obtained from tests conducted on normal sandy soil samples with those obtained from tests performed on the same samples after the addition of nano Colin them. Was a standard proctor test record on the sandy soil used samples (replacement) and we got the laboratory maximum dry density value, After that we have implemented a sand cone method for in situ density and compaction of which we got a coefficient before the addition of nano-Cullen and show us that compaction factor ratios ranging from 95.3 to 96.8% of the value of the laboratory maximum dry density. After mixing the material nano Colin sandy soil in a certain way and at rates ranging from 3- 4 g / m3 of sand were carried sand Cone method experience of on them for compaction factor become clear to us increase the value of density in situ at a rate ranging fr
- Publication Date: 28-May-2020
- DOI: 10.15224/978-1-63248-122-1-09
- Views: 0
- Downloads: 0