Consolidation characteristics of lime stabilised soil.
Soft clay is always associated with settlement and consolidation. Stabilisation of soft clay with lime as bearing stratum is an alternative to replacement of that material. The compression and consolidation characteristics of the stabilised material need to be fully understood for design purposes. T...
Saved in:
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Faculty of Civil Engineering, UTM
2000
|
| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/8312/1/KhairulAnuarKassim2000_ConsolidationCharacteristicsOfLimeStabilisedSoil.PDF http://eprints.utm.my/id/eprint/8312/ http://portal.psz.utm.my/psz/index.php?option=com_content&task=view&id=128&Itemid=305&PHPSESSID=81b664e998055f65b4ccff8f61bf7cb2 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Institution: | Universiti Teknologi Malaysia |
| Language: | English |