Stabilization of residual soil with rice husk ash and cement

By E. A. Basha, Roslan Hashim, H. Mahmud, Agus S. Muntohar. 2005

698 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Electrical and Electronic Engineering

View Paper: https://www.semanticscholar.org/paper/63552bbc0b0b01609d9eab07bfbb4f8eaffceeb8

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. Chao‐sheng Tang
2. Bin Shi
3. Nima Farzadnia
4. E. Hartono
5. Agus S. Muntohar
6. W. Diana
7. A. Widianti
8. Chun Liu

In Electrical and Electronic Engineering

1. Agus S. Muntohar

Citations in the corpus

• Stabilization of clay soils using lime and effect of pH variations on shear strength parameters (2014, background): “Stabilized soil is, in general, a composite material that results from combination and optimization of properties in individual constituent materials (Basha et al. 2005).”
• Engineering characteristics of the compressed-stabilized earth brick (2011, positive): “husk ash (RHA) for soil improvement have been successfully carried out to enhance geotechnical properties of various soils type [2–7].”
• Formations of calcium carbonate minerals by bacteria and its multiple applications (2016, background): “Many investigators have successfully applied chemical grout to improve the soil (Karol 2003; Basha et al. 2005); however, the pH of the soil was modified, soil and ground water were contaminated, and the toxicity of the”
• Engineering Properties of Silty Soil Stabilized with Lime and Rice Husk Ash and Reinforced with Waste Plastic Fiber (2013, positive): “Much research (e.g., Lazaro and Moh 1970; Rahman 1987; Ali et al. 1992a; Basha et al. 2005; Hossain 2011) has shown that rice husk ash (RHA) is a promising secondary material to improve lime or cement-stabilized soils.”
• The use of sugarcane bagasse ash and lime to improve the durability and mechanical properties of compacted soil blocks (2012, background): “Portland cement has been by far the most used material for soil stabilization [2,6,7]; however, as a consequence of the high energy consumption necessary for its manufacture and the consequent environmental damage caused by the release of high quantities of greenhouse gases during its production, th”
• Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil (2007, background): “However, these chemical additives usually result in a high stiffness and brittle behavior (Wang et al., 2003; Basha et al., 2005).”