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Design and Construction of Pre-stressed Anchor Cable in the Treatment of Bedding Landslide of Sedimentary Rock in Eastern Zhejiang
CSTR:
Affiliation:

Zhejiang Geotechnical & Foundation Company

Clc Number:

P642.22

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    Abstract:

    In the Mid-eastetn part of Zhejiang, sedimentary rocks are widely distributed, because of the bedding development and the weak interlayer, the bedding landslide is often occurring. Based on the engineering example, the design process and the construction method of the pre-stressed anchor cable to control the landslide are analyzed. The monitoring results show that the control measures are safe and effective.

    Reference
    [1]杨志庆,虞利军,诸葛盛世,预应力锚索 框架梁结构在边坡治理中的应用[J].探矿工程(岩土钻掘工程),2005,32(2):37-39.
    [2]预应力锚固技术[M].北京:中国水利水电出版社,2001.
    [3]岩土锚固.土钉.喷射混凝土-原理、设计与应用[M].北京:中国建筑工业出版社,2008.
    [4]编委会.工程地质手册(第四版)[M].北京:中国建筑工业出版社,2007.
    [5]边坡工程-设计.监测.鉴定与加固[M].北京:中国建筑工业出版社,2007.
    [6]GB50330-2013,建筑边坡工程技术规范[S].
    [7]DZ/T0219-2006,滑坡防治工程设计与施工技术规范[S].
    [8]CECS 22:2005,岩土锚杆(索)技术规程[S].
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History
  • Received:July 17,2016
  • Revised:July 28,2016
  • Adopted:August 09,2016
  • Online: November 22,2016
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