Compression behaviour of highly expansive clays stabilised with a green stabiliser of magnesium chloride
The presence of expansive clays underlying infrastructures has been responsible for damages to the structures in many cases all over the world when the moisture content of these problematic soils changes. One of the effective methods to alleviate the swell potential of expansive clays is to stabiliz...
| Main Authors: | Habibbeygi, F., Nikraz, Hamid |
|---|---|
| Format: | Journal Article |
| Published: |
The Geomate International Society
2018
|
| Online Access: | http://hdl.handle.net/20.500.11937/67713 |
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