An attempt has been made to investigate the lime induced permeability changes in the permeability and engineering behavior of different lime column treated soil systems. Lime columns treated marine clay shows an increase in permeability up to a maximum value of 15-18 times that of untreated soil wit
Compressibility behaviour of lime-treated marine clay
โ Scribed by G Rajasekaran; S Narasimha Rao
- Publisher
- Elsevier Science
- Year
- 2002
- Tongue
- English
- Weight
- 271 KB
- Volume
- 29
- Category
- Article
- ISSN
- 0029-8018
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โฆ Synopsis
The necessity to tap natural marine resources from the ocean beds represents a considerable challenge for the construction of offshore structures on weak marine deposits. The use of lime to improve the behaviour of soft clays is not new. The present investigation examines limeinduced changes in the compressibility of marine clay. The test results indicate a reduction of 1/2 to 1/3 in the compressibility of the soil system within 30 to 45 days of treatment. The formation of various cementation compounds due to soil-lime reactions improves the soil characteristics with time. The results encourage the application of lime column and lime injection techniques to improve the engineering behaviour of soft marine clayey deposits. However, one has to be cautious in applying the lime technique to marine clays that contain sodium sulfate.
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