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نمایش تعداد 1-7 از 7

Extraction of suction caissons in sand

نوع: Journal Paper

نویسنده : B.M. LEHANE; S. ELKHATIB; S. TERZAGHI

ناشر: Thomas Telford

سال: 2014

Experimental investigation of spudcan penetration in multi-layer clays with interbedded sand layers

نوع: Journal Paper

نویسنده : M.S. HOSSAIN

ناشر: Thomas Telford

سال: 2014

Skirted foundation to mitigate spudcan punch-through on sand-over-clay

نوع: Journal Paper

نویسنده : M.S. HOSSAIN; Y. HU; D. EKAPUTRA

ناشر: Thomas Telford

سال: 2014

Soil–structure interaction analysis on anisotropic stratified medium

نوع: Journal Paper

نویسنده : G. LIN; Z. HAN; J. LI

ناشر: Thomas Telford

سال: 2014

Model factor for the bearing capacity of piles from pressuremeter test results – Eurocode 7 approach

نوع: Journal Paper

نویسنده : S. BURLON; R. FRANK; F. BAGUELIN; J. HABERT; S. LEGRAND

ناشر: Thomas Telford

سال: 2014

Reliability analysis of a gravity-based foundation for wind turbines: a code-based design assessment

نوع: Journal Paper

نویسنده : M.J. VAHDATIRAD; D.V. GRIFFITHS; L.V. ANDERSEN; J.D. S�RENSEN; G.A. FENTON

ناشر: Thomas Telford

سال: 2014

Serviceability limit state design of deep foundations

نوع: Journal Paper

نویسنده : Naghibi, F. - Fenton, G.A. - Griffiths, D.V.

ناشر: Thomas Telford Services Ltd

سال: 2014

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Extraction of suction caissons in sand

Experimental investigation of spudcan penetration in multi-layer clays with interbedded sand layers

Skirted foundation to mitigate spudcan punch-through on sand-over-clay

Soil–structure interaction analysis on anisotropic stratified medium

Model factor for the bearing capacity of piles from pressuremeter test results – Eurocode 7 approach

Reliability analysis of a gravity-based foundation for wind turbines: a code-based design assessment

Serviceability limit state design of deep foundations

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Extraction of suction caissons in sand

Experimental investigation of spudcan penetration in multi-layer clays with interbedded sand layers

Skirted foundation to mitigate spudcan punch-through on sand-over-clay

Soil–structure interaction analysis on anisotropic stratified medium

Model factor for the bearing capacity of piles from pressuremeter test results – Eurocode 7 approach

Reliability analysis of a gravity-based foundation for wind turbines: a code-based design assessment

Serviceability limit state design of deep foundations