Influence of chemical and physical characteristics of cement kiln dusts (CKDs) on their hydration behavior and potential suitability for soil stabilization

By S. Peethamparan, J. Olek, J. Lovell. 2008

157 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/a796c49f758bbf030b7ffc6573d38a3ef07bc851

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. Suksun Horpibulsuk
2. Shazim Ali memon

In Civil and Structural Engineering

1. Shazim Ali memon
2. Fazal E. Jalal
3. Babak Jamhiri
4. Yongfu Xu
5. N. Yoobanpot
6. Pitthaya Jamsawang
7. Suksun Horpibulsuk
8. A. Chinkulkijniwat

In Mechanical Engineering

1. Suksun Horpibulsuk
2. Shazim Ali memon
3. Álvaro de Gracia
4. L. F. Cabeza

Citations in the corpus

• Strength behavior and microstructural characteristics of soft clay stabilized with cement kiln dust and fly ash residue (2017, background): “Moreover, the combination of CKD and other pozzolanic materials such as slag and fly ash could be more potentially results of mechanical properties (Wang et al., 2004; Peethamparan et al., 2008; Chaunsali and Peethamparan, 2010).”
• On the Recent Trends in Expansive Soil Stabilization Using Calcium-Based Stabilizer Materials (CSMs): A Comprehensive Review (2020, background): “However, the properties of CKD largely differ depending upon themanufacturing plant, cement kiln type, and the characteristics of raw materials employed in cement production [12, 134, 135].”