摘要
本文根据弹塑性力学模型，提出了单桩等效极限位移的概念，并结合桩的静载试验成果，对其进行了分析探讨。结果表明，这一概念的提出，为进一步开展桩基承载力的研究提供了新的途径。
Based on the model of elastic-plastic mechanics, this paper presents the conception of equivalent ultimate settlement of single pile, which is studied with results of static loading tests on piles.It is shown from the results of analyses that the presentation of the concept openes up new avenue of further researches on bearing capacity of pile.
出处
《工业建筑》
CSCD
北大核心
1996年第1期31-34,38,共5页
Industrial Construction
关键词
单桩
等效极限位移
承载力
刚度
静静试验
pile
equivalent ultimate settlement
bearing capacity
stiffness
static loading test
