User talk:Dulalsaha hss

Ground Improvement for Road Projects – A case study for JNPT Road connectivity

Introduction Part of SH-54 (section of JNPT Road connectivity) passes through marshy soil having depth 3.0 m – 15.0 m. Properties of soft marine clay was found as follows: -	Natural moisture content	:	50 – 80 % -	Liquid limit			:	46 – 91 % -	Plastic limit			:	27 – 34 % -	Cohesion (kg / sqcm)	:	0.10 -	Compression Index		:	0.55 -	Initial void ratio		:	1.70 -	Coefficient of consolidation	:	1.25 (m2/year) -	Ratio Ch/Cv			:	1.5

Proposal: Following proposal were made: -	To take the load of embankment & vehicular traffic safely & to restrict the post construction settlement within permissible limit 	Removal & replacement of soft clay upto 3.0m 	PVD with strength geotextile for soft clay for depth 3.0 m – 15.0 m -	High strength geotextile (200 KN/m2) were proposed for placing 3-4 m preloading in a single stage. Also ensured uniform settlement below preloaded embankment. -	PVD @.15 m in triangular grid upto hard strata.

Conclusion: Following conclusions are made: -	Marshy land can be successfully used for construction by appropriate ground improvement technique. -	Geosynthetics can be successfully used for speedy construction of road (allowing single stage preloading by distributing load over a wider area. -	About 90 % theoretical settlement achieved using appropriate technique, proper selection of material & its careful installation. -	Piezometer, settlement gauge & inclinometer installed for monitoring performances.

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Hello Dulalsaha hss. It has been over six months since you last edited your WP:AFC draft article submission, entitled "GROUND IMPROVEMENT AT JNPT".

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Thanks for your submission to Wikipedia, and happy editing.  Puffin  Let's talk! 14:57, 18 January 2014 (UTC)