加筋效应对群桩相互作用系数的影响
注意:本论文已在《岩土力学》2005, 26(11): 1757-1761发表
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梁发云1,陈龙珠2,李镜培1
(1. 同济大学 地下建筑与工程系,上海 200092;2. 上海交通大学 土木工程系,上海 200030)
摘要:群桩相互作用系数通常是采用平面应变模型进行分析,其研究方法具有较多的近似性。基于更为严格的虚拟桩模型,应用群桩相互作用的积分方程解答,以两桩相互作用的基本模型为例,研究加筋效应对群桩相互作用的影响。与弹性理论法和Mylonakis & Gazetas 解答的对比表明,加筋效应对群桩相互作用系数有着较为明显的影响,并指出Mylonakis & Gazetas基于剪切位移法所得解答中存在的一些主要问题。
关键词:加筋效应;群桩;积分方程;相互作用系数
中图分类号:TU 473 文献标识码:A
文章编号:1000-7598-(2005) 11―1757―04
Analysis of piles reinforced effects on interaction coefficients of piles
LIANG Fa-yun1, CHEN Long-zhu2, LI Jing-pei1
(1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;
2. Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200030, China)
Abstract:The interaction coefficients of pile group were usually analyzed with plane strain model, which had too many assumptions.
Based on a more rigorous model of imaginary piles, integral equation approach for piles group interaction was applied to analyze the
effects of piles reinforcement in soil. To simplify the analysis, two piles model was given. Compared with the elastic theory method
and Mylonakis & Gazetas method, it shows that the effects of piles reinforcement in soil had obvious influence on the interaction
coefficients of pile group. Finally, some defects of Mylonakis & Gazetas method based on the shear force-displacement model are
pointed out.
Key words: piles reinforced effects; pile group; integral equation; interaction coefficients
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