THE EFFECT OF EMBEDMENT DEPTH ON THE UNDRAINED RESPONSE OF SKIRTED FOUNDATIONS TO COMBINED LOADING

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@article{a4745346f0544c929c8e8d478bd36a93,

title = "THE EFFECT OF EMBEDMENT DEPTH ON THE UNDRAINED RESPONSE OF SKIRTED FOUNDATIONS TO COMBINED LOADING",

author = "M.F. Bransby and Mark Randolph",

year = "1999",

language = "English",

volume = "39",

pages = "19--34",

journal = "Soils and Foundations",

issn = "0038-0806",

publisher = "Japanese Geotechnical Society",

number = "4",

}