Show simple item record

dc.contributor.authorMinghua Zhao
dc.contributor.authorJianhua Liu
dc.contributor.authorYu Liu
dc.contributor.authorHuanran Zheng
dc.date.accessioned2017-05-08T22:04:50Z
dc.date.available2017-05-08T22:04:50Z
dc.date.copyrightDecember 2006
dc.date.issued2006
dc.identifier.otherjhtrcq%2E0000140.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70691
dc.description.abstractAccording to the geologic characteristics of soft clay embankment in coastal road and based on in-site test of coastal road in Shenzhen, the deformation mechanism and settlement developing regularity road are discussed. The variable-weight combination forecasting model is proposed based on comparative analysis of various forecasting models and five growth models. After detailed study, a prediction model of settlement forecast and the data measured from in-site test shows a good agreement. Therefore the settlement forecast model of soft clay embankment in coastal road provided in this thesis may be adopted in engineering practice.
dc.publisherAmerican Society of Civil Engineers
dc.titleDeformation Mechanism and Settlement Forecast of Soft Clay Embankment in Coastal Region
dc.typeJournal Paper
dc.journal.volume1
dc.journal.issue1
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000140
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2006:;Volume ( 001 ):;issue: 001
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record