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contributor authorA. Phukan
date accessioned2017-05-08T23:05:36Z
date available2017-05-08T23:05:36Z
date copyrightAugust, 1978
date issued1978
identifier issn0094-9930
identifier otherJPVTAS-28165#302_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/91483
description abstractA design philosophy for pile foundations in frozen soils is presented whereby seven different pile types may be used in different frozen subsoil conditions. The mechanics of frozen ground as well as of geotechnical engineering are emphasized to select a particular pile type. Various factors governing the pile-load capacity are analyzed to determine the worst design conditions which include the evaluations of summer and winter loadings.
publisherThe American Society of Mechanical Engineers (ASME)
titlePile Foundations in Frozen Soils
typeJournal Paper
journal volume100
journal issue3
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.3454471
journal fristpage302
journal lastpage309
identifier eissn1528-8978
keywordsPilings (Building)
keywordsSoil
keywordsDesign AND Stress
treeJournal of Pressure Vessel Technology:;1978:;volume( 100 ):;issue: 003
contenttypeFulltext


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