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...
保存先:
| 主要な著者: | , |
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| フォーマット: | 論文 |
| 言語: | English |
| 出版事項: |
Faculty of Civil Engineering, UTM
2000
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| 主題: | |
| オンライン･アクセス: | 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 |
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