ANALYSIS METHOD FOR PILED RAFT FOUNDATION CONSIDERING IRREGULAR LOAD CONDITION

摘要

PURPOSE: A pile-supporting mat foundation interpretation method considering of irregular load conditions is provided to derive suitable results for real situations by considering of interaction between ground and foundation construction by maintaining the simplicity of pile-supporting mat foundation design. CONSTITUTION: Pile-supporting mat foundation construction is modeled by using flat shell elements and beam-column elements and by combining Mindlin plate elements with membrane stress elements. Interaction between the modeled pile-supporting mat foundation and ground is analyzed by using a ground elastic member.