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复合土钉墙技术的研究及应用 被引量:143

Development of composite soil nailing walls
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摘要 介绍了复合土钉墙的4种主要模式,对它们的适用条件、设计计算方法及构造型式进行了论述,并结合工程实例,对复合土钉墙在复杂地质条件下的使用状况进行了阐述。 Four new types of composite soil nailing walls are introduced. These composite walls include combinations of soil nailing with prestressed anchors, with cut-off wall (deep mixing piles or jet grouting piles) and prestressed anchors, with micropiles and prestressed anchors, and with prestressed anchors, cut-off wall and micropiles. Conditions under which each of the four combinations is applicable are stated in detail. Design and methods using a circular sliding surface to check the overall stability and the method of pullout resistance of soil nailing are presented. The structural characteristics of soil nail, cut-off wall, prestressed anchor and micropile are also introduced. Finally, a successful example using composite soil nailing wall is described. In this example, the composite soil nailing was used as a shoring system for deep foundation pit excavation at a site where difficult geological conditions exist.
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2005年第2期153-156,共4页 Chinese Journal of Geotechnical Engineering
关键词 复合土钉墙 基坑支护 土钉 锚杆 止水帷幕 微型桩 composite soil nailing walls shoring system for deep excavation soil nail anchor cut-off wall micropile
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参考文献2

  • 1SJG05-96.深圳地区建筑深基坑支护技术规范[S].[S].,..
  • 2冶金部建筑研究总院.长城畔山花园基坑支护设计图[R].北京:冶金部建筑研究总院,1999..

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