Shear strength parameters of improved organic soil by calcium base stabilizer
The stabilization of soils with additives is a chemically modified method that can be used to improve soils with weak engineering properties. The stabilizing mechanisms of non-traditional additives are not fully understood, and their proprietary chemical composition makes it very difficult to evalua...
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| Format: | Thesis |
| Language: | English |
| Published: |
2015
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/53930/1/NorlizawatiHassanMFKA2015.pdf http://eprints.utm.my/id/eprint/53930/ http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:85417 |
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| Institution: | Universiti Teknologi Malaysia |
| Language: | English |