- 摘 要
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(同济大学地下建筑与工程系 上海 200092)
[提要] 针对端承长桩下长短桩桩筏基础这一新基础类型,运用三维弹塑性有限元方法数值模拟了外荷载分级施加过程中,基础中长桩、短桩以及垫层的荷载和位移变化曲线以及长短桩之间荷载的分担关系,从而有利于更深刻地理解端承长桩下长短桩桩基础的受荷与变形机理。
[关键词] 长短桩 有限元 弹塑性 分级加载
Loading Process Analysis of Longshort Pile Foundation with Endbearing Long piles/Wang Wei, Yang Min(Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China)
Abstract:As a new type of foundation, some properties of longshortpile pile raft foundation with endbearing longpiles under multistage loading process are simulated using three dimensional elastoplastic finite element method, which includes loaddisplacement relationship of long pile, short pile and cushion layer, and proportion of load carried by long pile and short pile. The mechanism between load and displacement of longshort pile foundation with endbearing longpiles can be comprehended profoundly.
Keywords:longshort pile; finite element; elastoplastic; multistage loading