Abstract：Research purposes: The researches are done on the computing methods of the total subsidence volume and uneven subsidence volume of flexible strip foundation on tilted foundation for the purpose of reducing uneven subsidence.
Research conclusions: (1)The influence of tilted foundation rock on the subsidence of flexible strip foundation changes with the change of ground surface, the influence on central area of the foundation is the smallest. When the gradient of foundation rock is leas than 450，the influence on uneven subsidence by tilted foundation rock is notable.(2)The proposed values of subsidence influencing coefficient and uneven subsidence influencing coefficient under effects of tilted foundation rock can be used for calculation of the subsidence of flexible strip foundation for embankment and it also can be used for calculation of subsidence of the compacted soil on the bottom under vertical strip load of foundation rock. ( 3 ) The research on this field should be strengthened for keeping mistaken design of flexible foundation away because of neglecting the uneven subsidence of foundation caused by tilted foundation rock.
刘晓曦，王旭，刘国忠. 倾斜基岩对地基上柔性条形基础沉降的影响[J]. 铁道工程学报, 2008, 25(5): 1-4.
LIU Xiao-Xi, WANG Xu, LIU Gou-zhong. Influence of Tilted Foundation Rock on the Subsidence of Flexible Strip Foundation. 铁道工程学报, 2008, 25(5): 1-4.
[2] J. Han, J. Huang, R. L. Persona. Influence of bedrock in- clination on elastic settlement of flexible shallow strip foun- dation [ J ] . Computers and Geotechnics , 2007 , 34 : 53- 56.
[4] D. C. Noe. Case History of Damage to a School Building Cauaed by Differentially Heaving Bedrock [J] . Journal of Performance of Constructed Facilities, 2003，17(2):97- 105.
2008, Vol. 25 
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