CHARACTERISTICS OF MUNICIPAL WASTE ASH AFFECTING MECHANICAL PROPERTIES AND EXPANSION OF MORTAR IMMERSED IN SODIUM SULFATE SOLUTION

Main Article Content

Kamonchanok Wangbooncong
Asst. Prof. Nuntachai Chusilp
Asst. Prof. Chuthamat Laksanakit

Abstract

This research the examined characteristics of municipal waste ash that affect the mechanical properties and the expansion of mortar immersed in sodium sulfate solution. Hydraulic cement for general utility (GU) and Portland cement type I (PC) were partially replaced by municipal waste ash (MWA) with 5%, 10%, 15%, 20% and 30% by mass of binder materials. It was found that compressive strengths at curing age of 28 days of all mixtures of GU mortar mixed with MWA were higher than those of PC mortar, except the mixture GU-15MWA. The compressive strengths of mixtures of GU mortar were also found to increase when MWA replacement increased by 5 and 10 percent and then continuously decreased in the mixtures with higher than 15 percent of MWA replacement. The mixture GU-10MWA presented the highest compressive strength with 37.2 MPa. Because of the influence to packing effect in cement paste. Furthermore, bending strength of GU mortar was roughly the same as that of PC mortar and decreased when the MWA replacement increased. The expansion of GU mortar and PC mortar increased in every increasing ratio of MWA, with a smaller value of GU mortar than that of PC mortar.

Article Details

Section
Research Articles
Author Biographies

Kamonchanok Wangbooncong, Rajamangala University of Technology Srivijaya

Department of Civil Engineering, Faculty of Engineering

Asst. Prof. Nuntachai Chusilp, Rajamangala University of Technology Srivijaya

Department of Civil Engineering, Faculty of Engineering

Asst. Prof. Chuthamat Laksanakit, Rajamangala University of Technology Srivijaya

Department of Civil Engineering, Faculty of Engineering

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