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复合土钉支护在夯实填土边坡中的应用
引用本文:曾宪明,宋红民,李清献,李世民.复合土钉支护在夯实填土边坡中的应用[J].预应力技术,2008,12(3):28-31.
作者姓名:曾宪明  宋红民  李清献  李世民
作者单位:[1]总参工程兵科研三所,洛阳471023 [2]西安交通大学工程力学系,西安710055
摘    要:本文简单介绍了采用土钉支护与加筋土(改良)、立面轻型挡墙相结合所构成的复合土钉支护型式的研究与应用状况,给出了夯实填土边坡的复杂破坏模式,在概述洛阳某工程水文与地质条件基础上,介绍了该工程采用上述复合土钉支护的技术方案和施工方法,并依据监测结果和宏观观察对其稳定性进行了评价。

关 键 词:复合土钉支护  夯实填土边坡  破坏模式  应用

Application of composite soil nail support in compacted fill slope
Zeng Xianming,Song Hongmin,Li Qingxian,Li Shimin.Application of composite soil nail support in compacted fill slope[J].Prestress Technology,2008,12(3):28-31.
Authors:Zeng Xianming  Song Hongmin  Li Qingxian  Li Shimin
Affiliation:Third Research Institute of General Staff Engineering Corps
Abstract:This article briefly introduces the research and application status of a composite soil nail support type composed of soil nail support, reinforced soil (improvement), and facade light retaining wall. It provides a complex failure mode of compacted fill slope. Based on an overview of the hydrological and geological conditions of a certain project in Luoyang, the technical scheme and construction method of using the composite soil nail support mentioned above are introduced, and its stability is evaluated based on monitoring results and macroscopic observations
Keywords:Composite soil nail support  compacted fill slope  failure mode  application
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