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隧道建设(中英文) ›› 2008, Vol. 28 ›› Issue (2): 240-242.DOI: B

• 施工技术 • 上一篇    下一篇

千枚岩地区的加筋土挡墙施工

罗芳   

  1. 黄山长江徽杭高速公路有限责任公司
  • 收稿日期:2007-11-05 修回日期:2008-02-26 出版日期:2008-04-20 发布日期:2011-08-17
  • 作者简介:罗芳(1972-),男,1994年7月毕业于武汉城市建设学院城市道路与交通工程专业,工学学士,工程师.现从事高速公路养护工作。

Construction of Reinforced Earth Retaining Walls in Phyllite Area

LUO Fang   

  1. Changjiang Huihang Highway Co., Ltd
  • Received:2007-11-05 Revised:2008-02-26 Online:2008-04-20 Published:2011-08-17

摘要:

加筋土挡墙是一种利用土工合成材料与填料共同作用稳定路堤边坡的一种挡护结构,具有占地少、结构稳定、形式美观等特点。但是这种结构对填料要求严格,填料一般应为均质的土质填料,对千枚岩填料适应性较差。通过徽杭高速公路第十六合同段的施工,总结了千枚岩地区加筋土挡墙的施工工艺,对挡墙稳定性进行了检算,并提出有关结论。

Abstract:

Reinforced earth retaining walls are a kind of retaining structures consisting of geosynthetics and filling materials that are constructed for the stabilization of the embankment side slopes. Reinforced earth retaining walls have such features as small land occupation, stable structure and good appearance. However, reinforced earth retaining walls have strict requirements for the filling materials. In normal cases, the filling materials should be homogeneous soils. Phyllite filling materials are difficult to be used as the filling materials for reinforced earth retaining walls. On basis of the construction of No. 16 contract section of HuiHang highway, the author summarizes the construction techniques for the construction of reinforced earth retaining walls in phyllite area, makes checking calculation on the stability of the retaining walls and draws some conclusions.

Key words:  reinforced earth retaining wal reinforced earth retaining wall; , antisliding stability coefficient, stability checking calculationlantisliding stability coefficientstability checking calculation

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