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نمایش تعداد 1-10 از 15

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

Energy conservation validates deformation mechanisms around model cantilever wall excavations in sand

نوع: Journal Paper

نویسنده : Y. LI; M. BOLTON

ناشر: Thomas Telford

سال: 2014

Earthquake-induced bending moment in fixed-head piles in soft clay

نوع: Journal Paper

نویسنده : S. BANERJEE; S.H. GOH; F.H. LEE

ناشر: Thomas Telford

سال: 2014

Failure behavior and mechanism of slopes reinforced using soil nail wall under various loading conditions

نوع: Journal Paper

نویسنده : Zhang, Ga - Cao, Jie - Wang, Liping

ناشر: Elsevier

سال: 2014

Soil strength estimation and pore pressure dissipation for free fall piezocone in soft clay

نوع: Journal Paper

نویسنده : Chow, S.H. - أ“loughlin, C.D. - Randolph, M.F.

ناشر: Thomas Telford Services Ltd

سال: 2014

Centrifuge model tests of deformation and failure of nailing reinforced slope under vertical surface loading conditions

نوع: Journal Paper

نویسنده : Zhang, Ga - Cao, Jie - Wang, Liping

ناشر: Elsevier

سال: 2013

Influence of model footing diameter and embedded depth on particle size effect in centrifugal bearing capacity tests

نوع: Journal Paper

ناشر: Elsevier

سال: 2013

Stability of caisson type breakwater foundation under tsunami induced seepage

نوع: Journal Paper

ناشر: The Japanese Geotechnical Society

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

Energy conservation validates deformation mechanisms around model cantilever wall excavations in sand

Earthquake-induced bending moment in fixed-head piles in soft clay

Failure behavior and mechanism of slopes reinforced using soil nail wall under various loading conditions

Soil strength estimation and pore pressure dissipation for free fall piezocone in soft clay

Centrifuge model tests of deformation and failure of nailing reinforced slope under vertical surface loading conditions

Influence of model footing diameter and embedded depth on particle size effect in centrifugal bearing capacity tests

Stability of caisson type breakwater foundation under tsunami induced seepage

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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

Energy conservation validates deformation mechanisms around model cantilever wall excavations in sand

Earthquake-induced bending moment in fixed-head piles in soft clay

Failure behavior and mechanism of slopes reinforced using soil nail wall under various loading conditions

Soil strength estimation and pore pressure dissipation for free fall piezocone in soft clay

Centrifuge model tests of deformation and failure of nailing reinforced slope under vertical surface loading conditions

Influence of model footing diameter and embedded depth on particle size effect in centrifugal bearing capacity tests

Stability of caisson type breakwater foundation under tsunami induced seepage