Field performance of transition rigid piled embankment with surcharged vertical drain over soft ground

Commonly, thick filling works over soft clay is aided with piled embankment at bridge approach to reduce differential settlement between the piled abutment and embankment over soft ground. However, long stretched thick filling works over soft ground requires substantial resources and time to constru...

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Bibliographic Details
Main Authors: Nazir, Ramli, Moayedi, Hossein, Subramaniam, Puspanathan, Gue, See-Sew
Format: Article
Language:English
Published: Geomate Int Soc 2017
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Online Access:http://eprints.utm.my/id/eprint/77370/1/RamliNazir2017_FieldPerformanceofTransitionRigidPiled.pdf
http://eprints.utm.my/id/eprint/77370/
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Institution: Universiti Teknologi Malaysia
Language: English

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