ICAR Research Data Repository for Knowledge Management
Effect of smear on load capacity of sand compaction piles
DSpace at IIT Bombay
View Archive Info| Field | Value | |
| Title |
Effect of smear on load capacity of sand compaction piles
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| Creator |
JUNEJA, A
MIR, BA |
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| Subject |
sand compaction piles
installation effects smear |
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| Description |
Shear strength of model SCP installed in 100mm diameter and 200mm long clay specimens is investigated using conventional triaxial compression tests. The composite specimen were prepared by driving a small diameter PVC casing into the sample and then backfilling the cavity with sand column after removing the casing. The results seem to suggest that the smear zone does not have any significant effect on the shear strength of the composite specimen if sufficient time is allowed for excess pore pressures to dissipate during consolidation. Difference in the measured strength of specimens prepared with and without smear was also small when the specimens with smear were not permitted to completely consolidate prior to undrained shear.
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| Publisher |
RES PUBL SERV
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| Date |
2011-10-25T06:42:51Z
2011-12-15T09:11:34Z 2011-10-25T06:42:51Z 2011-12-15T09:11:34Z 2010 |
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| Type |
Proceedings Paper
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| Identifier |
GROUND IMPROVEMENT TECHNOLOGIES AND CASE HISTORIES,509-514
978-981-08-3124-0 http://dx.doi.org/10.3850/GI070 http://dspace.library.iitb.ac.in/xmlui/handle/10054/15634 http://hdl.handle.net/100/2150 |
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| Source |
1st International Symposium on Ground Inprovement Technologies and Case Histories,Singapore, SINGAPORE,DEC 09-12, 2009
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| Language |
English
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