3 -Parameter Theory of Laterally Loaded Pile[J]. Journal of Civil and Environmental Engineering, 2006, 28(5): 1-6. DOI: 10.11835/j.issn.1674-4764.2006.05.001.
By adopting the advantages of previous theories of laterally loaded pile
in this paper
the authors brought up a 3-parameter theory and deduced its theoretical common solution.At the same time
the theoretical range of n
a very important parameter
was given
too.In comparison with previous theories
the 3-parameter theory's basic differential equation is more common
and its deduction is stricter
and the convergence of its common solution is better.In addition
because for the 3-qarameter theory the idea that every parameter is variable has been adopted
it is able to break through the theoretical restriction of its linear-elastic basic equation.So the 3-parameter theory is essentially different from previous theories and its calculation result is better.