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The Direct Shear Behavior of Cemented Soils from Canal Embankments of Pakistan

By:

Dhanik Vikrant 16CE30

Material type:

TextSubject(s):

Canal Embankments Canal Embankments 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/55-693

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Previous	Flexural Behavior of Reinforced FLY ASH Concrete Beam by Using Different Sizes of Coarse Aggregate	Experimental Study on Long Term Behavior of Partially Pre Stressed Timber Strip Beam	Consolidation Behavior of Soil Stabilized with Cement	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	Next

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