Zhu Aijun, Deng Anfu, Huang Zhihong, Cai Changan, Yang Shizhong. ANALYSIS OF SPREADING FOUNDATION S BASE REACTION ON ROCK FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 53-56. doi: 10.13204/j.gyjz200404016
Citation:
Zhu Aijun, Deng Anfu, Huang Zhihong, Cai Changan, Yang Shizhong. ANALYSIS OF SPREADING FOUNDATION S BASE REACTION ON ROCK FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 53-56. doi: 10.13204/j.gyjz200404016
Zhu Aijun, Deng Anfu, Huang Zhihong, Cai Changan, Yang Shizhong. ANALYSIS OF SPREADING FOUNDATION S BASE REACTION ON ROCK FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 53-56. doi: 10.13204/j.gyjz200404016
Citation:
Zhu Aijun, Deng Anfu, Huang Zhihong, Cai Changan, Yang Shizhong. ANALYSIS OF SPREADING FOUNDATION S BASE REACTION ON ROCK FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 53-56. doi: 10.13204/j.gyjz200404016
The spreading foundation's base reaction is a nonlinear distribution normally. The result of numerical analysis shows, for the spreading foundation on rock foundation, there has more notable features that the bas e reaction nonlinearly distributes, and its distribution pattern and change law are different from that on soils. The height of foundation decides the distribution pattern of the base reaction. Along with the increas ing of relative rigid from little to great, the bas e reaction centralizes in central section firstly, then transforms to near even distribution, then centralizes in edge.
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