Durability of self-consolidating lightweight aggregate concrete using dredged silt: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Durability of self-consolidating lightweight aggregate concrete using dredged silt

Wang, Her-Yung

AbstractThis study examines the durability of self-consolidating lightweight aggregate concrete (SCLAC) made from dredged silt from reservoirs in South Taiwan by chloride penetration, electrical resistivity, and sodium sulfide solution. Analysis with a densified mixture algorithm demonstrates that a lower water-to-binder ratio results in a higher compressive strength, smaller number of cracks, lower chloride penetration, and better ultrasonic pulse velocity. The results indicate that self-consolidating lightweight aggregate concrete made of dredged reservoir silt has good hardening and durability characteristics.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Durability of self-consolidating lightweight aggregate concrete using dredged silt

Wang, Her-Yung

AbstractThis study examines the durability of self-consolidating lightweight aggregate concrete (SCLAC) made from dredged silt from reservoirs in South Taiwan by chloride penetration, electrical resistivity, and sodium sulfide solution. Analysis with a densified mixture algorithm demonstrates that a lower water-to-binder ratio results in a higher compressive strength, smaller number of cracks, lower chloride penetration, and better ultrasonic pulse velocity. The results indicate that self-consolidating lightweight aggregate concrete made of dredged reservoir silt has good hardening and durability characteristics.

Durability of self-consolidating lightweight aggregate concrete using dredged silt

Wang, Her-Yung

AbstractThis study examines the durability of self-consolidating lightweight aggregate concrete (SCLAC) made from dredged silt from reservoirs in South Taiwan by chloride penetration, electrical resistivity, and sodium sulfide solution. Analysis with a densified mixture algorithm demonstrates that a lower water-to-binder ratio results in a higher compressive strength, smaller number of cracks, lower chloride penetration, and better ultrasonic pulse velocity. The results indicate that self-consolidating lightweight aggregate concrete made of dredged reservoir silt has good hardening and durability characteristics.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Durability of self-consolidating lightweight aggregate concrete using dredged silt

Contributors:

Wang, Her-Yung (author)

Published in:

Construction and Building Materials ; 23 ; 2332-2337

Publication date:

2008-11-04

Size:

6 pages

ISSN:

DOI:

https://doi.org/10.1016/j.conbuildmat.2008.11.006

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Hardening , Durability , Dredged silt , Self-consolidating lightweight aggregate concrete (SCLAC)

Similar titles

Durability of self-consolidating lightweight aggregate concrete using dredged silt

Wang, H. Y. | British Library Online Contents | 2009

Durability of self-consolidating lightweight aggregate concrete using dredged silt

Wang, Her-Yung | Online Contents | 2009

Durability of self-consolidating lightweight aggregate concrete using dredged silt

Wang, Her-Yung | Online Contents | 2009

Engineering properties of lightweight aggregate concrete made from dredged silt

Wang, H.Y. / Tsai, K.C. | Elsevier | 2005

Engineering and Durability Properties of Self-Consolidating Concrete Incorporating Foamed Lightweight Aggregate

Hwang, Chao-Lung / Tran, Vu-An | ASCE | 2016