Shrinkage cracking of lightweight concrete made with cold-bonded fly ash aggregates

By Mehmet Gesoğlu, T. Özturan, E. Güneyisi. 2004

156 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/b3f0e1e7b451f780f61aea2b9e60b85621aeaf69

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. U. Alengaram
2. Mohd Zamin Jumaat
3. N. A. A. Hamid
4. A. B. M. Saiful Islam
5. H. Mahmud
6. P. Shafigh
7. Iftekhair Ibnul Bashar
8. S. P. Yap

In Civil and Structural Engineering

1. U. Alengaram
2. Mohd Zamin Jumaat
3. P. Shafigh
4. A. B. M. Saiful Islam
5. Iftekhair Ibnul Bashar
6. H. Mahmud
7. S. Kabir
8. N. A. A. Hamid

Citations in the corpus

• Engineering properties and carbon footprint of ground granulated blast-furnace slag-palm oil fuel ash-based structural geopolymer concrete (2015, background): “[61] suggested the following equation for structural lightweight aggregate normal concrete made of an artificial lightweight aggregate, namely, cold-bonded fly ash, to predict the splitting tensile strength from the compressive strength (compressive strength in the range of 21–47 MPa):”
• Lightweight concrete made from crushed oil palm shell: tensile strength and effect of initial curing on compressive strength. (2012, background): “[54] for cold-bonded fly ash LWAC with a cube compressive strength ranging from 20 to 47 MPa (Eq.”