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桩网复合地基桩土应力比的影响因素分析
引用本文:郑彦峰. 桩网复合地基桩土应力比的影响因素分析[J]. 山西建筑, 2009, 35(29): 107-108
作者姓名:郑彦峰
作者单位:河北省地矿局水文工程地质勘查院,河北石家庄,050021 
摘    要:简述了桩—网复合地基的工作原理,指出桩土应力比是反映桩—网复合地基工作状态的一个重要参数,也是计算桩—网复合地基承载力和沉降的重要指标,在充分考虑桩—网—土协同作用的基础上,分析了影响桩网复合地基桩土应力比的主要因素,以推广桩—网复合地基的应用。

关 键 词:桩—网复合地基  桩土应力比  路堤荷载  协同作用

On analysis of influential factors for pile-soil stress ratio of pile-net composite
Affiliation:ZHENG Yan- feng
Abstract:The paper indicates the working principle of the pile-net composite,points out the pile-soil stress ratio is the important parameter to reflect the working state of the pile-net composite and is also the essential index for the foundation loading stress and settlement of the pile-net composite,and analyzes the main factors which influence the pile-soil stress ratio of pile-net composite by considering the coordination among the pile,the net and the earth,so as to extend the application of the pile-net composite by considering the coordination among the pile, the net and the earth, so as to extend the application of the pile-net composite.
Keywords:pile-net composite  pile-soil stress ratio  embankment load  coordinate effect
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