EFFECT OF FLY ASH ON ENGINEERING PROPERTIES OF EXPANSIVE SOILS

By B. P. Kumar, R. Sharma. 2004

435 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Industrial and Manufacturing Engineering

View Paper: https://www.semanticscholar.org/paper/0bc06d7ac092169f7e20210fb01770db52b61604

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

1. U. Sahoo
2. Neeraj Sharma
3. Babak Jamhiri
4. S. Swain
5. Fazal E. Jalal
6. Shazim Ali memon
7. Yongfu Xu

In Industrial and Manufacturing Engineering

1. Babak Jamhiri
2. Fazal E. Jalal
3. Shazim Ali memon
4. Yongfu Xu

Citations in the corpus

• Stabilisation of black cotton soil for subgrade application using fly ash geopolymer (2018, background): “As stated by earlier researchers (Kalkan & Akbulut, 2004; Phani Kumar & Sharma, 2004), the addition of FA to BCS causes the surface area to increase resulting an increase in OMC and a decrease in MDD.”
• Stabilization of a Clayey Soil with Fly Ash and Lime: A Micro Level Investigation (2012, background): “Fly ash has been used as a pozzolana to enhance N. K. Sharma U. C. Sahoo (&) Department of Civil Engineering, Birla Institute of Technology, Mesra, Ranchi 835215, India e-mail: ucsahoo@bitmesra.ac.in N. K. Sharma e-mail: neerajbit2k8@gmail.com S. K. Swain Department of Applied Chemistry, Birla Insti”
• On the Recent Trends in Expansive Soil Stabilization Using Calcium-Based Stabilizer Materials (CSMs): A Comprehensive Review (2020, methodology): “In addition, the indirect tensile strength of specimen stabilized with FA can be calculated, which is helpful for soils subjected to traffic load, differential temperature, and/or nonuniform settlement, and an equation is employed on the basis of which a correlation (25% FA treatment) has been devel”