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نمایش تعداد 1-10 از 178

FIDIC Conditions for EPC Turnkey Projects: Silver

نوع: Ebook

نویسنده : Federation Internationale des Ingenieurs Conseils

ناشر: Thomas Telford Ltd

سال: 1999

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FIDIC Client Consultant Model Services Agreement

نوع: Ebook

نویسنده : Federation Internationale des Ingenieurs Conseils

ناشر: Thomas Telford Ltd

سال: 1998

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FIDIC Conditions of Contract for Construction

نوع: Ebook

نویسنده : Federation Internationale des Ingenieurs Conseils

ناشر: Thomas Telford Ltd

سال: 1999

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An efficient approach for settlement prediction of pile groups

نوع: Journal Paper

نویسنده : Guo, W. D., and M. F. Randolph.

ناشر: Thomas Telford Ltd.

سال: 1999

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Molecular-Level Simulations of Oil Contaminated Clays

نوع: Journal Paper

نویسنده : Ahmed, H R, and S N Abduljauwad.

ناشر: Thomas Telford Ltd.

سال: 2017

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Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay

نوع: Journal Paper

نویسنده : Callisto, L., A. Gajo, and D. Muir Wood.

ناشر: Thomas Telford Ltd.

سال: 2002

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Micro-mechanical behaviour of artificially cemented sands under compression and shear

نوع: Journal Paper

نویسنده : Wang, W., V. Nardelli, and M. R. Coop.

ناشر: Thomas Telford Ltd.

سال: 2017

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A study of consolidation using mechanical and electromagnetic waves

نوع: Journal Paper

نویسنده : Fam, M, and J. C. Santhamarian.

ناشر: Thomas Telford Ltd.

سال: 1997

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Full-scale experimental study on screening effectiveness of SRM-filled trench barriers

نوع: Journal Paper

ناشر: Thomas Telford Ltd.

سال: 2017

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Liquefaction resistance of sand reinforced with randomly distributed polypropylene fibres

نوع: Journal Paper

ناشر: Thomas Telford Ltd.

سال: 2017

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FIDIC Conditions for EPC Turnkey Projects: Silver

FIDIC Client Consultant Model Services Agreement

FIDIC Conditions of Contract for Construction

An efficient approach for settlement prediction of pile groups

Molecular-Level Simulations of Oil Contaminated Clays

Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay

Micro-mechanical behaviour of artificially cemented sands under compression and shear

A study of consolidation using mechanical and electromagnetic waves

Full-scale experimental study on screening effectiveness of SRM-filled trench barriers

Liquefaction resistance of sand reinforced with randomly distributed polypropylene fibres

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FIDIC Conditions for EPC Turnkey Projects: Silver

FIDIC Client Consultant Model Services Agreement

FIDIC Conditions of Contract for Construction

An efficient approach for settlement prediction of pile groups

Molecular-Level Simulations of Oil Contaminated Clays

Simulation of triaxial and true triaxial tests on natural and reconstituted Pisa clay

Micro-mechanical behaviour of artificially cemented sands under compression and shear

A study of consolidation using mechanical and electromagnetic waves

Full-scale experimental study on screening effectiveness of SRM-filled trench barriers

Liquefaction resistance of sand reinforced with randomly distributed polypropylene fibres