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A Comparative study of standard Penetration test and triaxial compression test for determining the bearing capacity in case of predominantly cohesive soils Mirza Manwar Reza

By: Mirza Manwar Reza Contributor(s): Syed Muhammad Jamil Material type: Text

TextPublisher: Risalpur MCE 7-4-1997Description: 217p.: 40cmSubject(s): ThesisDDC classification: T-42

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Item type	Current location	Home library	Call number	URL	Status	Notes	Barcode
Book	Military College of Engineering (MCE)	Military College of Engineering (MCE)	T-41 (Browse shelf)	Link to resource	Available	Thesis	MCE-T-41
Book	Military College of Engineering (MCE)	Military College of Engineering (MCE)	T-42 (Browse shelf)	Link to resource	Available	Thesis	MCE-T-42
Book	Military College of Engineering (MCE)	Military College of Engineering (MCE)	T42A (Browse shelf)	Link to resource	Available	Thesis	MCE-T-42A
Book	Military College of Engineering (MCE)	Military College of Engineering (MCE)	T-42B (Browse shelf)	Link to resource	Available	Thesis	MCE-T42B

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Previous	T-40 Comparative study of theoretically predicted behaviour and actual performance of cast-in-situ bored piles in pakistan	T-41 A Comparative study of standard Penetration test and triaxial compression test for determining the bearing capacity in case of predominantly cohesive soils	T-42 A Comparative study of standard Penetration test and triaxial compression test for determining the bearing capacity in case of predominantly cohesive soils	T42A A Comparative study of standard Penetration test and triaxial compression test for determining the bearing capacity in case of predominantly cohesive soils	T-42B A Comparative study of standard Penetration test and triaxial compression test for determining the bearing capacity in case of predominantly cohesive soils	T-43 A preliminary study for verification of aashto temperature correction factors used in aashto overlay design for temperatures prevalent in Pakistan using deflection method and application of deflection testing for quality control during pavement construction	T-44 Use of recycled / waste polythene cement and sand to reduce the shrinkage potential of the clay liner in arid / semi arid regions	Next

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0 0 0 T_42B

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