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土层锚杆和土钉受力分析及土钉加固土体作用
作者:
作者单位:

(1.海南海凯岩土工程公司;2.柳州OVM工程公司;)

作者简介:

孙凯

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中图分类号:

TU473.2

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Stress Analysis of Soil Anchors and Soil Nails and the Role of Soil Nails in Strengthening Soil
Author:
Affiliation:

(1.Hainan Haikai Geotechnical Engineering Co., Ltd;2. Liuzhou OVM Engineering Co., Ltd;)

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    摘要:

    目前采用的土钉支护设计软件,为设计者节省很多时间。但对于淤泥土层和二种土层Cφ值相差较大时软件计算结果失真度较大。本文对土锚、土钉的力学模型在前人基础上进行分析,从另一个角度考虑问题,即采用锚管加固土体,提高土体的C、φ值使土体稳定。同时对土钉加固土体作用也进行了探讨

    Abstract:

    The currently used soil nail support design software saves designers a lot of time. But for muddy soil layer and two types of soil layer C φ When there is a significant difference in values, the software calculates results with greater distortion. This article analyzes the mechanical models of soil anchors and soil nails based on previous studies, and considers the problem from another perspective, which is to use anchor pipes to strengthen the soil and improve its C φ The value stabilizes the soil. At the same time, the effect of soil nail reinforcement on soil was also discussed

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引用本文

Sun Kai, Sun Xueyi Stress Analysis of Soil Anchors and Soil Nails and the Role of Soil Nails in Strengthening Soil. Prestress Technology 2009,13(05):31-33. 10.59238/j. pt.2009.05.006

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  • 在线发布日期: 2023-08-10
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