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路基沉降规律试验研究
引用本文:金生吉,余天庆,熊健民.路基沉降规律试验研究[J].筑路机械与施工机械化,2008,25(12).
作者姓名:金生吉  余天庆  熊健民
作者单位:1. 东北大学资源与土木工程学院,辽宁,沈阳,110004;沈阳工业大学,建筑工程学院,辽宁,沈阳,110023
2. 湖北工业大学,土木工程与建筑学院,湖北,武汉,430068
基金项目:国家自然科学基金  
摘    要:为了降低路面沉降病害的影响,以铁新高速公路为依托,在高填方路段进行路基沉降试验,研究其路基沉降规律。试验结果表明:初始沉降、固结沉降和次固结沉降构成了路基的总沉降;路基的初始沉降主要表现为新填土沉降;在施工期间,固结沉降完成80%左右;竣工1年后,沉降大部分为次压缩沉降,其值虽然小,却直接影响路基、路面的稳定。

关 键 词:高速公路  路基  沉降  试验研究

Experimental Research on Rule of Subgrade Settlement
JIN Sheng-ji,YU Tian-qing,XIONG Jian-min.Experimental Research on Rule of Subgrade Settlement[J].Road Machinery & Construction Mechanization,2008,25(12).
Authors:JIN Sheng-ji  YU Tian-qing  XIONG Jian-min
Abstract:Aiming at reducing the impact of settlement disease on pavement,a set of tests are carried out to find out the rules of subgrade settlement in a deeply filled section based on Tiexin Expressway.Finally some conclusions are drawn based upon experimental results:subgrade settlements includes initial settlement, consolidation settle- ment and the second consolidation settlement;the initial settlement takes place immediately on each paving' s com- paction;the consolidation settlement completes over 80% during construction;one year after completion,the main settlement is second compression settlement in small numerical value and slow speed, which directly affects the stability of subgrade and pavement.
Keywords:expressway  subgrade  settlement  experimental research
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