Behaviour of piles subjected to passive subsoil movement due to embankment construction - a simplified 3D analysis
Two trial piles were installed at the berm section of an embankment in the later stage of its construction and one of them was fitted with an oversized casing to isolate its top 3. m from the action of surrounding soil. Lateral bending behaviour these two piles subjected to passive sub soil movement...
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| Format: | Article |
| Language: | English |
| Published: |
2013
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| Online Access: | http://eprints.um.edu.my/8773/1/Behaviour_of_piles_subjected_to_passive_subsoil_movement_due.pdf http://eprints.um.edu.my/8773/ http://www.scopus.com/inward/record.url?eid=2-s2.0-84878393957&partnerID=40&md5=f208b44f1e8551f34ee9dce8833e378b http://www.sciencedirect.com/science/article/pii/S0266352X13000591 |
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http://eprints.um.edu.my/8773/1/Behaviour_of_piles_subjected_to_passive_subsoil_movement_due.pdfhttp://eprints.um.edu.my/8773/
http://www.scopus.com/inward/record.url?eid=2-s2.0-84878393957&partnerID=40&md5=f208b44f1e8551f34ee9dce8833e378b http://www.sciencedirect.com/science/article/pii/S0266352X13000591