A general approach to the reliability-based analyses and the optimum design
s of laterally loaded piles (LLOP) is presented. This approach takes into c
onsideration all behavior and side constraints specified by standard specif
ications for piles. Additionally, the casual effect of corrosion of piles w
ith time is considered in formulation with limiting state functions. The so
lution to reliability-based problems is obtained by a computer program (REL
LOP). A general reliability based methodology is developed and implemented
in the developed computer program (RELLOP) for both element and system limi
t states. Numerical examples demonstrating the feasibility of considering m
ultiple limit states and system reliability requirements in the design of l
aterally loaded piles are presented. Effects on the reliability-based desig
n solution of allowable reliability levels, and time of exposure to corrosi
on are also illustrated, (C) 1999 Elsevier Science Ltd, All rights reserved
.