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无砟轨道桩网结构路基设计初探 被引量:1

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摘要 桩网结构路基作为一种软土地基的加固方案,具有竖向沉降变形小、变形稳定时间短、且施工质量易控的突出优点而受到工程界的青睐。文章从加固机理和承载力与沉降设计计算方法方面对桩网结构路基进行了有益的探讨。
作者 赵维录
出处 《建设监理》 2010年第10期76-78,共3页 Project Management
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