TECHNICAL PAPERS
Oct 9, 2010

Applicability of Controlled Low-Strength Materials with Incinerated Sewage Sludge Ash and Crushed-Stone Powder

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 6

Abstract

This paper discusses the applicability of new controlled low-strength materials (CLSM) that include incinerated sewage sludge ash. The incinerated sewage sludge ash was used as a replacement for fly ash, which is the main component of CLSM. A dust powder made during crushed-stone production was used as a fine aggregate. This new type of green CLSM is a promising sustainable cementitious material with the capability to reduce CO2 emissions. The test results show that adequate strength development and reasonable flowability can be achieved if the mixture proportion is carefully designed. The leachate characteristics of the new CLSM are evaluated in this paper, and the test results show acceptable leachate levels. The test results also confirm that a wide range of municipal solid wastes could be used as materials in the new green CLSM. Finally, backfill construction was conducted with this new CLSM, and the excellent performance was confirmed.

Get full access to this article

View all available purchase options and get full access to this article.

References

ACI Committee 229. (1994). “Controlled low-strength materials (CLSM), ACI 229R-94.” Concr. Int., 16(7), 55–64.
Adaska, W. S. (1997). “Controlled low-strength materials.” Concr. Int., 19(4), 41–43.
Horiguchi, T., Kikuchi, T., Nakagawa, Y., and Shimura, K. (2007). “Physical properties of CLSM using high volumes of incineration ash from sewage sludge.” SP-242 9th Canmet/ACI Fly Ash Conf., American Concrete Institute, Farmington Hills, MI, 351–360.
Horiguchi, T., Okumura, H., and Saeki, N. (2001a). “Durability of CLSM with used foundry sand, bottom ash, and fly ash in cold regions.” SP200-20, American Concrete Institute, Farmington Hills, MI.
Horiguchi, T., Okumura, H., and Saeki, N. (2001b). “Optimization of CLSM mixture proportion with combination of clinker ash and fly ash.” SP199–18, American Concrete Institute, Farmington Hills, MI.
Horiguchi, T., and Saeki, N. (2004). “Compressive strength and leachate characteristic of new green CLSM with eco-cement and melted slag from municipal solid waste.” SP-221: 8th Canmet/ACI Int. Conf. on Fly Ash, Silica Fume, Slag, and Natural Pozzolans in Concrete, V. M. Malhtra, ed., American Concrete Institute, Farmington Hills, MI, 539–558.
Mizuguchi, H., Onodera, O., Horiguchi, T., and Ii, H. (2004). “Application of CLSM in Japan.” Concrete J., 42(10), 19–28.
Nakagawa, Y., Horiguchi, T., and Shimura, K. (2006). “Reusability and in-situ strength measurement of CLSM.” 6th Int. Symp. on Cement and Concrete, CANMET/ACI Int. Symp. on Concrete Technology for Sustainable Development, American Concrete Institute, Farmington Hills, MI, 1276–1280.
Ramme, B. W., and Naik, T. R. (1999). “Controlled low-strength materials (CLSM): State of the art.” Proc., ACI Spring Convention, American Concrete Institute, Farmington Hills, MI.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 6June 2011
Pages: 767 - 771

History

Received: Mar 4, 2010
Accepted: Oct 7, 2010
Published online: Oct 9, 2010
Published in print: Jun 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Takashi Horiguchi [email protected]
Associate Professor, Dept. of Civil Engineering, Faculty of Engineering, Hokkaido Univ., N13 W8 Kita-ku Sapporo, Japan, 060-8628 (corresponding author). E-mail: [email protected]
Ryo Fujita
M.S. Student, Dept. of Civil Engineering, Faculty of Engineering, Hokkaido Univ., N13 W8 Kita-ku Sapporo, Japan, 060-8628.
Kazunori Shimura [email protected]
Assistant Professor, Dept. of Civil Engineering, Faculty of Engineering, Hokkaido Univ., N13 W8 Kita-ku Sapporo, Japan, 060-8628. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share