Subgrade reaction coefficient (SRC) is a key parameter of Winkler foundation model. The benchmark value of SRC is mostly measured by in-situ loading test, and is rarely by indoor testing. In this paper, an apparatus for SRC test is presented and the corresponding testing principles are introduced. The SRC calculation formula is given based on the terminal settlement control method, the equivalent relation of deformation modulus, and the relationship between deformation and time under uniformly distributed load. Moreover, the test steps and calculation method are also introduced. Through comparison between indoor laboratory test and in-situ test, this method has been verified by experiment on fine grained soil valid and reliable. It could be used as a universal indoor testing method for SRC.
Key words
subgrade reaction coefficient /
winkler foundation model /
laboratory test apparatus /
test method /
deformation modulus /
terminal sedimentation method
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References
[1] 陈定安,茅加峰.室内基床系数测试方法研究[J].岩土工程学报, 2011, 33(2): 281-284.
[2] 工程地质手册编委会. 工程地质手册(第四版)[M].北京: 中国建筑工业出版社, 2007.
[3] GB50021—2001,岩土工程勘察规范(2009年版)[S]. 北京: 中国建筑工业出版社, 2009.
[4] DGJ08—37—2002,上海市岩土工程勘察规范[S].
[5] GB50307—1999, 地下铁道、轻轨交通岩土工程勘察规范[S]. 北京:中国计划出版社,2000.