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- W2320385005 abstract "Simple theoretical equations in order to estimate the stress of pile and to evaluate the lateral load sharing ratio between piles and raft considering softening and plasticity of soil were derived for seismic design. The ground shear strain caused by raft friction closely near the bottom of raft is larger than it in the deep ground. The stress of plies is affected by the profile of ground displacement, so it is important to estimate accurately the ground displacement caused by raft friction considering the nonlinearity of soil deposit. This paper shows how to extend the theoretical equations which is derived in homogeneous soil deposit into nonlinear region. Employed stress-strain models of soil are Hardin-Drnevich model or Ramberg-Osgood model. These enhanced equations were compared with the lateral loading tests and numerical analysis on piled raft foundation subjected to lateral loading." @default.
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- W2320385005 date "2011-01-01" @default.
- W2320385005 modified "2023-09-27" @default.
- W2320385005 title "THEORETICAL EQUATIONS TO EVALUATE THE STRESS OF PILES ON PILED RAFT FOUNDATION DURING EARTHQUAKE CONSIDERING NONLINEARITY OF SOIL" @default.
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- W2320385005 doi "https://doi.org/10.3130/aijs.76.301" @default.
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