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Determination of undrained shear strength and modulus of elasticity of fine grained soils from SPT in Islamabad, Pakistan / Waseem Akram Khan

By: Akram, Waseem KhanContributor(s): Dr. S. Muhammad Jamil Material type: Text

TextPublisher: Islamabad : NICE - NUST, 2017Description: xi, 55 p. ill. ; 30cmSubject(s): Geotechnical Engineering MS-ThesisDDC classification: 624.15

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Item type	Current location	Home library	Shelving location	Call number	Status	Date due	Barcode	Item holds
Thesis	Central Library (CL)	Central Library (CL)	Thesis	624.15 (Browse shelf)	Available		CL-T-4691

Total holds: 0

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Previous	624.15 Mechanical Properties of Lawrencepur Sand in Critical State Framework /	624.15 Characterization and stabilization of subgrade soil using tyre rubber powder and cement kiln dust /	624.15 Geotechnical investigation of a selected area using menard’s pressuremeter /	624.15 Determination of undrained shear strength and modulus of elasticity of fine grained soils from SPT in Islamabad, Pakistan /	624.15 Study of lime column as a ground improvement technique in soft soil	624.15 Stabilization of medium plastic and high plastic clay using gypsum and bagasse ash /	624.15 kha Improvement of soft soil characteristics using stone columns	Next

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