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Construction Technique of Cement-Soil Mixing Anchor in Foundation Pit In Soft Soil Area

机译:软土地区基坑水泥土混合锚施工技术

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In this paper, the construction technique of a new soil anchor-the cement-soil mixing anchor, which is applicable in the area of soft clay, is introduced. During the construction of the anchor, the drill pipe and blade is served as a reinforced body and formed an anchorage body with the cement-soil body. The material and making, technics parameters, mechanical equipment and construction requirement of the cement-soil mixing anchor are presented firstly. Then, the uplift tests of the cement-soil mixing anchor are carried out, and the ultimate pullout force which is 1.6 times greater than that of the soil nailing in the same condition is obtained. At last, an application of the cement-soil mixing anchor in a foundation pit is given. The test results shown that the application of the cement-soil mixing anchor can reach the expected reinforcement effect. Therefore, this framework can then be used by design engineers to more confidently estimate the pullout capacity of cement-soil mixing anchors under tension loading.
机译:本文介绍了一种新型土锚 - 水泥土混合锚的施工技术,可在软粘土面积上介绍。在锚固件的结构期间,钻管和刀片用作加强主体并与水泥土体形成锚固体。首先介绍了水泥 - 土混合锚的材料和制造,技术参数,机械设备和施工要求。然后,进行了水泥 - 土混合锚的隆起试验,并且获得了比在相同条件下的土壤钉子大的1.6倍的最终拉伸力。最后,给出了基坑中的水泥土混合锚的应用。测试结果表明,水泥 - 土混合锚的施加可以达到预期的增强效果。因此,该框架可以由设计工程师使用,以更自信地估计张力负载下水泥 - 土混合锚的拉出能力。

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