PILE RESPONSE DUE TO EXCA VATION-INDUCED LATERAL
SOIL MOVEMENT
By H. G. Poulos,' Fellow, ASCE, and L. T. Chen'
ABSTRACT : In this paper, a two-stage analysis involving the finite-element method
and the boundary-element method is used to study pile response due to
excavation-induced lateral soil movements, with specific attention being focused on
braced excavations in clay layers. Influences