Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stabilization of Embankment on Expansive Soil — A Case Study
Longitudinal cracks often develop along the slope of embankments on shrink-swell soils due to continuous saturation. The presence of montmorillonite clay mineral in the soil sample considered for the study, exhibited binary phenomenon. Charge distribution in the montmorillonite clay mineral indicates the presence of both expansion and expansion preventing bonding forces in the same mineral structure. The study presents the use of Cohesive Non-Swelling Layer technology to reduce the formation of cracks. Structures constructed with this technology have shown superior performance for more than thirty seven years.
Stabilization of Embankment on Expansive Soil — A Case Study
Longitudinal cracks often develop along the slope of embankments on shrink-swell soils due to continuous saturation. The presence of montmorillonite clay mineral in the soil sample considered for the study, exhibited binary phenomenon. Charge distribution in the montmorillonite clay mineral indicates the presence of both expansion and expansion preventing bonding forces in the same mineral structure. The study presents the use of Cohesive Non-Swelling Layer technology to reduce the formation of cracks. Structures constructed with this technology have shown superior performance for more than thirty seven years.
Stabilization of Embankment on Expansive Soil — A Case Study
Katti, R. (Autor:in) / Kulkarni, U. (Autor:in) / Katti, A. (Autor:in) / Kulkarni, R. (Autor:in)
GeoShanghai International Conference 2010 ; 2010 ; Shanghai, China
14.05.2010
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Stabilization of Embankment on Expansive Soil-A Case Study
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