Analysis of influence of embankment height on settlement of expressway on soft foundation under vehicle loads
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Analysis of influence of embankment height on settlement of expressway on soft foundation under vehicle loads
Vol. 27, Issue S2, (2006)
作者机构:
河海大学 岩土工程研究所,南京,210098
作者简介:
基金信息:
DOI:
CLC:TU43
Online First:16 December 2006,
Published:2006
稿件说明:
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LI Bing, GAO Yu-feng. Analysis of influence of embankment height on settlement of expressway on soft foundation under vehicle loads[J]. 2006, 27(S2).
DOI:
LI Bing, GAO Yu-feng. Analysis of influence of embankment height on settlement of expressway on soft foundation under vehicle loads[J]. 2006, 27(S2).DOI:
Analysis of influence of embankment height on settlement of expressway on soft foundation under vehicle loads
Based on the characteristic of vehicle load and the actual situation of over loading of vehicles in China
the quasi-static method that simplify vehicle load as static concentrated load is adopted to analyze the influence of embankment height on expressway settlement of soft ground induced by vehicle load through four engineering examples. The results indicate that the settlement of expressway on soft ground induced by vehicle loads exponentially increases with the decrease of embankment height; and increasing the embankment height is an effective method to reduce the settlement. An optimal embankment height may exist in a range of embankment height. If the embankment height is lower or higher than that optimal one
the highway settlement induced by vehicle load will increase. Whether this optimal height exists or not and its actual value are related to the vehicle load and the soil character.