Abstract：Research purposes：At present, there is no concrete specification stipulated in the relative codes issued by railway and highway authorities in China and this results in the sampling value of the bearing capacity in design of railway project is somewhat conservative. Therefore, the study on the control value of bearing capacity of flexible embankment foundation has the great engineering and theoretical significance.
Research conclusions：From the statistical analysis and study on the measured bearing capacity of the soft subgrade of Suinning-Chongqing Railway, it is concluded that the reinforcement and design of general flexible foundation, such as embankment and field plateau, should consider the three aspects, namely embankment stability, post- construction settlement and subgrade bearing capacity, and the allowable bearing capacity value of flexible foundation can be in properly wider range under the premise of meeting the requirements of stability and post-construction settlement. The checking formula and the suggestions to correction coefficient of bearing capacity of flexible foundation are also given preliminarily.
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WEI Yong- xing, XUE Xin-hua. Discussion on Control Value of Bearing Capacity of F lexible Embankment Foundation. 铁道工程学报, 2010, 27(1): 1-3.
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2010, Vol. 27 
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