Application of Modified Secant Modulus Method in Settlement Calculation

dc.contributor.author	Li Youyun
dc.contributor.author	Xie Yongli
dc.contributor.author	Liu Baojian
dc.date.accessioned	2017-05-08T22:05:04Z
dc.date.available	2017-05-08T22:05:04Z
dc.date.copyright	June 2009
dc.date.issued	2009
dc.identifier.other	jhtrcq%2E0000265.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/70827
dc.description.abstract	In order to calculate the settlement of foundation accurately, an undisturbed-soil modified secant modulus method was putted forward on the basis of the existing research results. The theory of traditional secant modulus method was modified by putting forward the concept of modification factor
dc.publisher	American Society of Civil Engineers
dc.title	Application of Modified Secant Modulus Method in Settlement Calculation
dc.type	Journal Paper
dc.journal.volume	4
dc.journal.issue	1
dc.journal.title	Journal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi	10.1061/JHTRCQ.0000265
dc.tree	Journal of Highway and Transportation Research and Development (English Edition):;2009:;Volume ( 004 ):;issue: 001
dc.contenttype	Fulltext