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存在大面积填石的软土场地基坑支护设计施工
引用本文:杨克勤,钟鸣远,孙运清.存在大面积填石的软土场地基坑支护设计施工[J].山西建筑,2007,33(27):133-134.
作者姓名:杨克勤  钟鸣远  孙运清
作者单位:1. 广东省地质勘查局七0六地质大队,广东,深圳,518108
2. 河北建设勘察研究院有限公司,河北,石家庄,050031
摘    要:根据拟建建筑基坑的工程地质条件、基坑开挖深度等特点综合考虑,对基坑分段采用放坡加桩锚和放坡加土钉墙的复合支护方案,并对其施工工序及技术要求进行了介绍。实践证明,该工程支护方案技术安全可靠,经济合理,其经验可供同类工程参考。

关 键 词:大面积填石  基坑  放坡加桩锚  土钉墙
文章编号:1009-6825(2007)27-0133-02
修稿时间:2007-04-13

The design and construction of soft soil location foundation ditch supporting with large area stone-filled
YANG Ke-qin,ZHONG Ming-yuan,SUN Yun-qing.The design and construction of soft soil location foundation ditch supporting with large area stone-filled[J].Shanxi Architecture,2007,33(27):133-134.
Authors:YANG Ke-qin  ZHONG Ming-yuan  SUN Yun-qing
Affiliation:YANG Ke-qin ZHONG Ming-yuan SUN Yun-qing
Abstract:According to the characteristics of engineering geological conditions of the architectural foundation ditch and the excavating depth of foundation ditch,it introduces the construction process and technical requests of the compound support scheme to the foundation ditch subsection by the slide pile anchor and the slide soil-nailed wall.The experience shows this support scheme having the characteristics of safe technique and proper economic,which will supply reference to the similar projects.
Keywords:large area stone-filled  foundation ditch  the slide pile anchor  soil-nailed wall
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