Performance of compacted cement-stabilised soil

By R. Bahar, M. Benazzoug, S. Kenai. 2004

446 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/8bc80bdb3e51ddda5025334b24974fdfdba8abf9

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. J. Petric
2. A. R. Estabragh
3. Carlos Rivera-Gómez
4. Carmen Galán-Marín

In Civil and Structural Engineering

1. Abbas Taheri
2. A. Soltani
3. M. Khatibi
4. J. Petric
5. A. R. Estabragh
6. Carlos Rivera-Gómez
7. Carmen Galán-Marín

Citations in the corpus

• Mechanical properties and hygroscopicity behavior of compressed earth block filled by date palm fibers (2014, background): “The increasing amount of calcium silicate hydrates, calcium aluminate hydrates and the calcium aluminosilicate hydrates which is derived from cement hydration, fill pores of the matrix and enhance the rigidity of its structure by forming a large number of rigid bonds connecting the soil mixture part”
• Swelling Potential of a Stabilized Expansive Soil: A Comparative Experimental Study (2017, methodology): “Many researchers (e.g. Miller and Azad 2000; Bahar et al. 2004; Al-Rawas et al. 2005; Sezer et al. 2006; Estabragh et al. 2012a, 2014a) have reported similar results to that of lime for cement-treated soils.”
• Clay-based composite stabilized with natural polymer and fibre (2010, background): “Bahar et al. [27] improved to 4.5 MPa with an addition of 10% of cement and up to 6.5 MPa with an addition of 20% of cement as stabilizer.”