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《Journal of Railway Science and Engineering》 2006-04
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Analysis of the causes of the lateral movement of bridge abutments on soft clay and measurement

ZHAO Li-ming(School of Civil and Architectural Engineering,Central South University,Changsha 410075,China)  
When a high embankment on soft clay forms an approach to a piled bridge abutment,time-dependent movements within the clay may produce significant lateral loading and deflection of the piles.The internal and external experiences and lessons indicate it would lead to serious diseases failure of the abutment and embankment if the effective measures were not taken.The causes of the lateral movement of the abutments on soft clay are analyzed and the key consequences and effects are discussed.The general measures which are provided against the lateral movement of the abutments are summarized.Two new measures which might deal with the lateral movement of the high abutments on thick soft clay are presented.
【Fund】: 铁路科技研究开发计划项目(2003G005)
【CateGory Index】: U445.71
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