Performance of full scale embankment on soft clay reinforced with high streght geotextile at the interface /

Performance of full scale embankment on soft clay reinforced with high streght geotextile at the interface /

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Thesis (Sarjana Kejuruteraan (Awam - Geoteknik)) - Universiti Teknologi Mara,2009

Manylion Llyfryddiaeth
Prif Awduron:	Mohd. Zulkifli Mohd. Hanipiah, 1984-, Fakulti Kejuruteraan Awam
Fformat:
Iaith:	eng
Cyhoeddwyd:	2009
Pynciau:	Clay Soil mechanics

Eitemau Tebyg

Performance of full scale embankment on soft clay reinforced with high streght geotextile at the interface /
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Performance of full scale embankment of soft clay reinforced with bamboo geotextile composite at the interface /
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Performance of full scale embankment of soft clay reinforced with bamboo geotextile composite at the interface [electronic resource] /
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The deformation of embankment on bamboo reinforced soft clay /
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Bearing capacity of granular soil overlying soft clay reinforced with bamboo - geotextile composite at the interface [electronic resource] /
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The deformation of embankment on bamboo reinforced soft clay [electronic resource] /
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Investigation of an embankment failure in soft clay/
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Microstructures of soft clay stabilized with coal ash and cement /
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Microstructures of soft clay stabilized with coal ash and cement /
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The relationship between the road pile embankment slab thickness with the height of the embankment fill /
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