Geo-Congress 2019 2019
DOI: 10.1061/9780784482117.032
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Strength Characterization of Expansive Soil Treated with Phosphogypsum and Crumb Waste Rubber

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Cited by 4 publications
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“…It was stated that the strength improvement occurred because of the pozzolanic reaction, binder development and discrete reinforcing effect, with an optimum quantity of 6% PG and 2% CRW (71). Based on the above conclusions and experimental results, research has been carried out on using PG in civil engineering materials.…”
Section: For Geotechnical Purposesmentioning
confidence: 99%
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“…It was stated that the strength improvement occurred because of the pozzolanic reaction, binder development and discrete reinforcing effect, with an optimum quantity of 6% PG and 2% CRW (71). Based on the above conclusions and experimental results, research has been carried out on using PG in civil engineering materials.…”
Section: For Geotechnical Purposesmentioning
confidence: 99%
“…However, the formation of ettringite due to the presence of cement leads to the development of microcracks and pores, which accelerates the uncontrolled leaching (70). Babu et al (2019) studied the effectiveness of PG and crumb waste rubber (CRW) to stabilise BC soil for use as subgrade material. The improvement of the compressive strength of the soil by using PG is shown in Figure 2.…”
Section: For Geotechnical Purposesmentioning
confidence: 99%
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