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不确定动荷载作用下的地基固结度估算
引用本文:喻志发,白金勇,赵岩.不确定动荷载作用下的地基固结度估算[J].中国港湾建设,2008(2):7-9.
作者姓名:喻志发  白金勇  赵岩
作者单位:中交天津港湾工程研究院有限公司,天津,300222
摘    要:为了得到不确定动荷载作用下的地基固结度,通过工程实例,采用反分析法对不确定动荷载作用后地基的固结度进行了估算,并进行了现场验证。结果表明估算结果是可靠的,可供类似工程借鉴。

关 键 词:反分析法  动荷载  临时荷载  固结度
文章编号:1003-3688(2008)02-0007-03
修稿时间:2007年9月13日

Estimation of Degree of Consolidation of Soil under Action of Uncertain Dynamic Loading
YU Zhi-fa,BAI Jin-yong,ZHAO Yan.Estimation of Degree of Consolidation of Soil under Action of Uncertain Dynamic Loading[J].China Harbour Engineering,2008(2):7-9.
Authors:YU Zhi-fa  BAI Jin-yong  ZHAO Yan
Abstract:To obtain the degree of consolidation of soil under the uncertain dynamic loading,the back analysis method was used,in the light of some practical projects,to calculate the degree of consolidation of soil under the uncertain dynamic loading and the calculated results were compared and verified with the field measurements,which shows that the estimated results are reliable and may be of reference for similar projects.
Keywords:back-analysis method  dynamic loading  temporary loading  degree of consolidation
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