A Biot's consolidation problem in foundation engineering is numerically inv
estigated using improved point interpolation method (PIM). A weak form of B
iot's theory is first developed to consider the unbalanced forces at previo
us time-step and thus guarantees the global equilibrium at current step. Tw
o independent variables in the weak form, displacement and excess pore wate
r pressure, are approximated using the same shape functions through PIM tec
hnique. The PIM technique constructs its interpolation functions through a
cluster of scattered points in problem domain and its shape function is of
delta properties, thus implementation of essential boundary conditions is a
s easy as in conventional finite element method. Crank-Nicholson's integrat
ion scheme is used to discretize time domain. Finally, examples are studied
and compared with finite element methods to demonstrate its capability. (C
) 2001 Elsevier Science B.V. All rights reserved.