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地质力学学报:2009,15(3):262-269
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格构梁与锚管注浆复合结构加固裂隙 岩质边坡的应用研究
(1.中南大学资源与安全工程学院,湖南 长沙 410083;2.湖南城市学院土木工程学院,湖南 益阳 413000)
APPLICATION OF LATTICE BEAM AND ANCHOR PIPE GROUTING COMPOSITE STRUCTURE TO FRACTURED ROCK SLOPE REINFORCEMENT
(1.School of Resource and Safety Engineering,Central South University,Changsha 410083,China;2.School of Civil Engineering,Hu'nan City University,Yiyang 413000,China)
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投稿时间:2008-10-10    
中文摘要: 格构梁与锚管注浆复合结构是治理滑坡的一种有效措施,文中系统阐述了格构梁与锚管注浆复合结构的作用机理、格构梁简化为受多个集中力作用的弹性地基梁进行计算的原理与步骤以及锚管注浆加固裂隙岩体的设计实施过程,并将其应用于常张高速公路K129边坡的治理中,取得了满意的结果,可为同类工程提供有意义的参考。
Abstract:The lattice beam and anchor pipe grouting composite structure is an effective engineering measure in landslide control.This paper deals with the mechanism of lattice beam and anchor pipe grouting,the principle and procedure of calculation by simplifying the lattice beam as Winkler elastic foundation,and the design of anchor pipe grouting for application to fractured rock slope reinforcement.As a case study,the lattice beam and anchor pipe grouting was used in control of K129 slope of Changzhang highway and brought about a satisfactory result.This method will prove to be useful to the same engineering.
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基金项目:国家自然科学基金资助项目(No.50274074),高等学校博士点学科专项基金(20060533071)。
引用文本:
江学良,曹平,杨慧,等,2009.格构梁与锚管注浆复合结构加固裂隙 岩质边坡的应用研究[J].地质力学学报,15(3):262-269.DOI:
JIANG Xue-liang,CAO Ping,YANG Hui,et al,2009.APPLICATION OF LATTICE BEAM AND ANCHOR PIPE GROUTING COMPOSITE STRUCTURE TO FRACTURED ROCK SLOPE REINFORCEMENT[J].Journal of Geomechanics,15(3):262-269.DOI:

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