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《Shanxi Architecture》 2014-02
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Experimental and numerical research of vertical bearing capacity on new type foundation

WANG Li-yan;MA Jin;YU Hang;Jilin Architecture University;Jilin Sunshine Construction Engineering Consulting Co.,Ltd;  
The new composite foundation of wall-beam type was put forward. Selecting the new foundation as the research object,a compressive bearing capacity test under different constraint conditions and the finite element analysis have been conducted to study its failure process and failure pattern. The experimental results indicate the foundation can reduce the deflection of upper structure,which can reduce the super structure cracking,proving the feasibility of this foundation in the field of building structure.
【CateGory Index】: TU473.1
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