Effect of embedment on consolidated undrained capacity of skirted circular foundations in soft clay under planar loading: Fid-Bau Portal

Effect of embedment on consolidated undrained capacity of skirted circular foundations in soft clay under planar loading

Vulpe, Cristina / Gourvenec, Susan M. / Cornelius, Alexander F.

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Effect of embedment on consolidated undrained capacity of skirted circular foundations in soft clay under planar loading

Vulpe, Cristina / Gourvenec, Susan M. / Cornelius, Alexander F.

Effect of embedment on consolidated undrained capacity of skirted circular foundations in soft clay under planar loading

Vulpe, Cristina / Gourvenec, Susan M. / Cornelius, Alexander F.

Zugriff

Zugriff über TIB

Verfügbarkeit in meiner Bibliothek prüfen

Bestellung bei Subito €

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Titel:

Effect of embedment on consolidated undrained capacity of skirted circular foundations in soft clay under planar loading

Beteiligte:

Vulpe, Cristina (Autor:in) / Gourvenec, Susan M. (Autor:in) / Cornelius, Alexander F. (Autor:in)

Erschienen in:

Canadian geotechnical journal ; 54 ; 158-172

Erscheinungsdatum:

01.01.2017

Format / Umfang:

15 pages

ISSN:

0008-3674

Medientyp:

Aufsatz (Zeitschrift)

Format:

Sprache:

Englisch

Klassifikation:

DDC: 624.151

Gourvenec, Susan M | Online Contents | 2017

Effect of embedment on consolidated undrained capacity of skirted circular foundations in soft clay under planar loading

Vulpe, Cristina | Online Contents | 2016

Undrained capacity of skirted circular foundations under fully three-dimensional loading

Chen, Hongzhen / Shen, Zhichao / Wang, Le et al. | Elsevier | 2023

Undrained bearing capacity of deeply embedded skirted spudcan foundations under combined loading in soft clay

Yin, Shuai / Yi, Jiang Tao | Elsevier | 2019

The Effect of Embedment Depth on the Undrained Response of Skirted Foundations to Combined Loading

Bransby, M. F. / Randolph, M. F. | British Library Online Contents | 1999

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