Pore Pressure Development During Cyclic Loading

dc.contributor.author	Ching S. Chang
dc.contributor.author	Ching L. Kuo
dc.contributor.author	Ernest T. Selig
dc.date.accessioned	2017-05-08T20:32:56Z
dc.date.available	2017-05-08T20:32:56Z
dc.date.copyright	January 1983
dc.date.issued	1983
dc.identifier.other	%28asce%290733-9410%281983%29109%3A1%28103%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/19250
dc.description.abstract	A mathematical expression is developed for the relationship between the excess pore pressure buildup in sands during cyclic loading and the normalized number of cycles. This expression is based on the equations proposed by previous investigators, but the effects of anisotropic stress conditions are represented more accurately. The new method is capable of covering the full range of anisotropic consolidation stress values. Satisfactory agreement is found between the predictions with this analytical expression and available cyclic test results.
dc.publisher	American Society of Civil Engineers
dc.title	Pore Pressure Development During Cyclic Loading
dc.type	Journal Paper
dc.journal.volume	109
dc.journal.issue	1
dc.journal.title	Journal of Geotechnical Engineering
dc.identifier.doi	10.1061/(ASCE)0733-9410(1983)109:1(103)
dc.tree	Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 001
dc.contenttype	Fulltext