4.7 Article

Unit weight, strength and microstructure of a water treatment sludge-fly ash lightweight cellular geopolymer

Journal

CONSTRUCTION AND BUILDING MATERIALS
Volume 94, Issue -, Pages 807-816

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2015.07.091

Keywords

Lightweight; Water treatment sludge; Fly ash; Geopolymer; Unit weight; Strength; Microstructure

Funding

  1. Metropolitan Waterworks Authority of Thailand
  2. Thailand Research Fund under TRF Senior Research Scholar program [RTA5680002]
  3. Office of Higher Education Commission under NRU project of Thailand
  4. Suranaree University of Technology

Ask authors/readers for more resources

A water treatment sludge-fly ash lightweight cellular geopolymer (WTS-FA LCG) is investigated in this research with the intention to develop an alternative green construction and building material, without using Portland cement as a cementing agent. Two waste by-products: WTS from the Bang Khen water treatment plants of the Metropolitan Water Work Authority of Thailand (MWA) and FA from the Mae Moh power plants of the Electricity Generating Authority of Thailand (EGAT) were used as an aggregate and a precursor, respectively. The liquid alkaline activator (L) used was a mixture of sodium silicate solution (Na2SiO3) and sodium hydroxide solution (NaOH). The unit weight and strength of WTS-FA LCG heated at 65 degrees C for various influential factors are investigated and presented in this paper. The various influential factors studied include mixing ingredient (air content A(c) liquid alkaline activator content (L) and Na2SiO3/NaOH), heat duration and curing time. Scanning electron microscopy (SEM) analysis was undertaken to investigate the role of influential factors on unit weight and strength. The test results indicate that the L content at liquid limit state (LL) is optimal for manufacturing WTS-FA LCG for all Na2SiO3/NaOH ratios, heat durations and air contents tested for which the highest strength is attained. Although the unit weight of WrS-FA LCG significantly reduces when L > LL, it is not economical to manufacture WTS-FA LCG at L > LL due to the drastic strength reduction. The addition of A, at L = LL is found to be an appropriate means to reduce the unit weight and minimize the strength reduction. The maximum strengths at L = LL for various air contents are found at Na2SiO3/NaOH of 80:20 and heat duration of 72 h. The longer heat durations of 96 and 120 h cause the loss of moisture, thereby resulting in micro-cracks and strength reduction. The WTS was found to be viable alternative aggregate to develop WTS-FA LCG, thereby resulting in this waste material traditionally destined for landfills to be used sustainably as a valuable resource. (C) 2015 Elsevier Ltd. All rights reserved.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available