Using slope shoring method combined borehole pile and high pressure jet grouting pile and anchor is an important mean to protect the safety of the existing buildings around the foundation pit.

采用钻孔桩及高压旋喷桩与锚索相结合的边坡支护方法，是保护基坑周边已有建筑物安全的一种重要手段。

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In the construction of excavated soft rock slope of highway roadbed, applied united shoring method of pressure-diffusing-type anchorage cable, anchored pipe-pipe, frame foundation beam.

在高速公路路基开挖软弱岩层边坡施工中，采用以压力分散型锚索为主、锚管桩和框架梁等联合支护方案。

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Considering the uncertain factors of the slope stability and shoring design, this paper adopts reliability theory to analyze the stability.

考虑边坡工程稳定性分析与支护设计存在不确定因素，本文还利用可靠性理论，对边坡设计方案进行了可靠度分析。

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