土木建筑工程施工  

出　　处：《中国学术期刊文摘》2006年第18期246-247,共2页Chinese Science Abstracts(Chinese Edition)

摘　　要：深基坑支护结构-土非线性共同作用弹性地基反力法；未打穿竖向排水井地基固结理论；钻孔桩泥皮土与桩间土性状试验研究；相互作用体系中桩基的动力响应；深水港码头高承台桩土共同作用数值模拟分析。An elastic subgrade reaction method considering nonlinear interaction between protection-structure and soil for deep excavations;Consolidation theory for soft soil with partially penetrated vertical drains;Studies on characteristics of mudcake and soil between bored piles; Dynamic response of pile foundation in interaction system ;Numerical modeling of pile-soil interaction in pile-supported pier of a harbor.

关 键 词：土木建筑工程施工 非线性共同作用 相互作用体系 数值模拟分析 桩土共同作用 弹性地基 深基坑支护 竖向排水井 

分 类 号：TU473.1[建筑科学—结构工程]