Ultimate Pile Capacity for Eccentric Inclined Load

dc.contributor.author	George G. Meyerhof
dc.contributor.author	A. Sahap Yalcin
dc.contributor.author	Surendra K. Mathur
dc.date.accessioned	2017-05-08T22:17:10Z
dc.date.available	2017-05-08T22:17:10Z
dc.date.copyright	March 1983
dc.date.issued	1983
dc.identifier.other	40096140.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/76250
dc.description.abstract	The ultimate bearing capacity of rigid piles and pile groups in sand has been determined under various combinations of eccentricity and inclination of the load varying from the vertical to horizontal directions. The results of load tests on single model piles and free‐standing groups are compared with theoretical estimates. The influence of eccentricity and inclination of the load on the bearing capacity can be represented by simple interaction relationships between the ultimate loads and moments and between the axial and normal components of the ultimate load. The effect of a pile cap resting on the soil in piled foundations is examined on the basis of previous theory and model test results.
dc.publisher	American Society of Civil Engineers
dc.title	Ultimate Pile Capacity for Eccentric Inclined Load
dc.type	Journal Paper
dc.journal.volume	109
dc.journal.issue	3
dc.journal.title	Journal of Geotechnical Engineering
dc.identifier.doi	10.1061/(ASCE)0733-9410(1983)109:3(408)
dc.tree	Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 003
dc.contenttype	Fulltext