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The Response of Shallow Foundation to Stress Release Due to Excavation in Clay

By:

Tooba Keerio 16CE02

Material type:

TextPublication details: Nawabshah QUEST 2019Description: 20pSubject(s):

Shallow Foundation Stress Release Excavation in Clay Department of Civil Engineering

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Cover image	Item type	Current library	Home library	Collection	Shelving location	Call number	Materials specified	Vol info	URL	Copy number	Status	Notes	Date due	Barcode	Item holds	Item hold queue priority	Course reserves
	Thesis and Dissertation	Research Section									Available			CEP/55-683

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Previous	The Direct Shear Behavior of Cemented Soils from Canal Embankments of Pakistan	Assessing Effect of Bagasse ASH on Hardened Properties of Concrete	Evaluation of Water Demand and Supply Using GIS and Weap ( A case Study of Thatha City)	The Response of Shallow Foundation to Stress Release Due to Excavation in Clay	Numerical Simulation of Sediment Transport Problems	Experimental Study of The Behaviour of Pre Perforated Post Reinforced Baked Clay Panels of Beams	Location Privacy Using Kanonymity in Vehicular Social Network	Next

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