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高速公路软土路基变形控制与现场监测分析
引用本文:党林航,冯超,白孟熊.高速公路软土路基变形控制与现场监测分析[J].山西建筑,2011,37(7):130-131.
作者姓名:党林航  冯超  白孟熊
作者单位:1. 新时代,西安,设计研究院有限公司,陕西,西安,710054
2. 中铁电气化局西安铁路工程有限公司,陕西,西安,710032
摘    要:以某绕城高速公路粉喷水泥搅拌桩处理试验段为依托,对粉喷水泥搅拌桩处理软土路基的工程效果进行了初步研究。结果表明,粉喷水泥搅拌桩使软土路基沉降和水平位移明显减小,地基稳定性增强,适宜加固饱和软粘土地基,尤其适合于桥头有相对硬层作为持力层的地段。

关 键 词:软土路基  固结  沉降  现场监测

Analysis on in-site monitoring and deformation control technology of soft soil roadbed of highway
DANG Lin-hang,FENG Chao,BAI Meng-xiong.Analysis on in-site monitoring and deformation control technology of soft soil roadbed of highway[J].Shanxi Architecture,2011,37(7):130-131.
Authors:DANG Lin-hang  FENG Chao  BAI Meng-xiong
Affiliation:DANG Lin-hang FENG Chao BAI Meng-xiong
Abstract:The study on the engineering effect on the soft soil roadbed with the treatment of dry jet mixing piles based on the experimental section of highway around one city is accomplished.The results show that because of the strengthening of dry jet mixing piles the vertical displacement and the lateral displacement of soft siol roadbed obviously reduce and the stability of soft soil roadbed is enhanced.So the dry jet mixing piles adapt to reinforcing the saturated soft soil roadbed,especially reinforcing bridge h...
Keywords:soft soil roadbed  consolidation  settlement  in-site monitoring  
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