Utilization of a very high lime fly ash for improvement of Izmir clay
By A. Sezer, G. Inan, H. Yilmaz, K. Ramyar. 2006
202 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/7ddc04ae4041db7cf899b7d9d3750ecfc3f1201d
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- I. Chang
- Gye-Chun Cho
- N. Yoobanpot
- Pitthaya Jamsawang
- Suksun Horpibulsuk
- A. Chinkulkijniwat
- Apichat Suddeepong
- R. Rachan
Citations in the corpus
- Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay (2019, background): “4b, c, d), which is consistent with the general behavior of cement-treated clays [55, 70, 78].”
- Strength behavior and microstructural characteristics of soft clay stabilized with cement kiln dust and fly ash residue (2017, background): “Generally, the primary chemical composition of FA are silicon dioxide (SiO2), aluminum oxide (Al2O3) and ferric oxide (Fe2O3), hence it can be regarded as a pozzolanic material (Sezer et al., 2006; Wu et al., 2014).”