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ENGINEERING BEHAVIOUR OF STABILIZED PEAT SOIL full report


Posted by: project report tiger
Created at: Sunday 07th of February 2010 07:51:00 AM
Last Edited Or Replied at :Sunday 07th of February 2010 07:51:00 AM
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which soil “ cement columns are made by using mixing auger

and using some admixtures its becoming popular .Binder can be provided in dry form as

peat soil has high water content ...................[:=> Show Contents <=:]



engineering behaviour of soils and foundation


Posted by: sabithtp
Created at: Tuesday 23rd of February 2010 01:07:50 AM
Last Edited Or Replied at :Tuesday 23rd of February 2010 01:07:50 AM
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pls give the ppt f..................[:=> Show Contents <=:]



ENGINEERING BEHAVIOUR OF STABILIZED PEAT SOIL full report


Posted by: project report tiger
Created at: Sunday 07th of February 2010 07:51:00 AM
Last Edited Or Replied at :Sunday 07th of February 2010 07:51:00 AM
ENGINEERING BEHAVIOUR OF STABILIZED PEAT SOIL seminar report , ENGINEERING BEHAVIOUR OF STABILIZED PEAT SOIL seminar, ENGINEERING BEHAVIOUR OF STABILIZED PEAT SOIL pdf , ENGINEERING BEHAVIOUR OF STABILIZED PEAT SOIL ppt, ENGINEERING BEHAVIOUR OF STABILIZED PEAT SOIL , report, full , SOIL, PEAT , STABILIZED, BEHAVIOUR , ENGINEERING, permeability of soil civil seminar topics , stabilization of soil project report, compressibility of peat soil stabilized with polyurethane pdf , stabilization of peat soil, stabilization of peat soil pdf , project report on stabilization of soils, peat soil stabilization , peat engineering, engineering behaviour of stabilized peat soil ppt , peats topic for civil engineering,


siliceous sand is effective at stabilizing peat soil.


ADVANTAGES

High organic content

Potentially very fertile

Cultivated quite intensively

High water holding capacity




CONCLUSION

Peat soil has unique characteristics and there is a tendency in construction industry

to avoid this type off problematic soil. So peat soil stabilization method is

economical and consume less time can overcome this type of problem. Peat soil has low

bearing capacity and low unconfined compressive strength. Some conventional

laboratory tests were done to dete..................[:=> Show Contents <=:]



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