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Ground Deformation Mechanism Due to Deep Excavation in Clay: 3D Numerical Modeling

By: Hishma Khan Mahar 17CE68.

Contributor(s): Department of Civil Engineering.

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BookPublisher: Nawabshah: QUEST, 2020Description: 34p.DDC classification: R/4CE17

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Item type	Current location	Call number	Status	Date due	Barcode	Item holds
Thesis and Dissertation	Research Section	R/4CE17 (Browse shelf)	Available		CEP/58-741

Total holds: 0

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Previous	R/4CE17 Workability of Recycled Coarse Aggregate Concrete by Flow Test	R/4CE17 Three Dimensional Numerical Modelling Of A Building Response To An Adjacent Excavation In Clay	R/4CE17 Experimental Study of Improvement in Bearing Pressure of Existing Subgrade Ground	R/4CE17 Ground Deformation Mechanism Due to Deep Excavation in Clay: 3D Numerical Modeling	R/4CE17 The Hydraulic Analysis Of Rohri Canal Nawabshah Using Hecras	R/4CE17 Mechanical Behavior of No-fines Concrete With Various Coarse Aggregate Gradations	R/4CE17 Geotechnical Characterization of Soil in Quaid-e-Awam University of Engineering Science & Technology Nawabshah	Next

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