摘要
以上海市江宁路 5 5 1号大楼的打桩工程为实例 ,以有限元方法为主要分析手段 ,对群桩地表的隆起、桩周土体的侧移。
Based on the case of pile driving of Building No.551, Jiangning Road, Shanghai, the FEM is used to analyse ground heaves of pile groups, lateral displacements of soil around piles, stress of pushing against soil and the influences on the ambient piles are studied in detail.
出处
《同济大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2000年第6期721-725,共5页
Journal of Tongji University:Natural Science
基金
国家自然科学基金重点资助项目(59738160)
关键词
群桩
数值模拟
隆起
侧移
挤土应力
piles
numerical simulation
ground heave
lateral displacement
stress of pushing against soil
