A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
New Method for Determining Foundation Bearing Capacity Based on Plate Loading Test
Abstract A new method for determining the bearing capacity of the foundation based on the plate loading test is proposed in this paper. Assuming that the p (pressure)-s (settlement) curve of the foundation is a hyperbolic equation, the method back calculates the strength and deformation parameters of the soil from the plate loading test and then derives the p-s relationship of specific foundation by using a ‘Tangent Modulus Layer-wise Summation Method’. Eventually, based on the predicted p-s curve of the specific foundation, the bearing capacity of the foundation can be determined by the strength safety and foundation settlement, which we call it the ‘double control principle’.
New Method for Determining Foundation Bearing Capacity Based on Plate Loading Test
Abstract A new method for determining the bearing capacity of the foundation based on the plate loading test is proposed in this paper. Assuming that the p (pressure)-s (settlement) curve of the foundation is a hyperbolic equation, the method back calculates the strength and deformation parameters of the soil from the plate loading test and then derives the p-s relationship of specific foundation by using a ‘Tangent Modulus Layer-wise Summation Method’. Eventually, based on the predicted p-s curve of the specific foundation, the bearing capacity of the foundation can be determined by the strength safety and foundation settlement, which we call it the ‘double control principle’.
New Method for Determining Foundation Bearing Capacity Based on Plate Loading Test
Yang, Guanghua (author) / Jiang, Yan (author) / Xu, Chuanbao (author) / Li, Zhiyun (author) / Chen, Fuqiang (author) / Jia, Kai (author)
2018-01-01
4 pages
Article/Chapter (Book)
Electronic Resource
English
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