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- W2010639136 abstract "This paper analyze the principle of the soil pressure caused by the sustaining structures. The author divides the soil pressure into two parts: first part is generated by digging and unloading and the value is close to the static value; another part is generated by resisting soil force related to the displacement of the structure and the value is proportional to the displacement, and applied the horizontal bedding coefficient of the sectioned stable value. And based on the elastic mechanical theory, the author established the flexing formula of these structures and answered it. And at last, this paper proved the practicality of this solution by a certain foundation test." @default.
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- W2010639136 date "2012-01-01" @default.
- W2010639136 modified "2023-10-16" @default.
- W2010639136 title "The Elastic Solution for Internal Force and Deformation of the Muti-Bracing Sustaining Structures" @default.
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- W2010639136 doi "https://doi.org/10.4028/www.scientific.net/amr.446-449.1370" @default.
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