龙怀高速公路翁源段路堑滑坡成因分析及治理措施
Subgrade Engineering（2019）
Abstract
通过对粤北山区龙怀高速公路K153(翁源段)路堑滑坡成因分析,得出滑坡是基于路堑开挖、水库水位补给、滑带土高液限性、岩层顺倾等因素诱发古滑坡局部复活的结论.运用GEO-Studio边坡稳定性模块SLOPE/W极限平衡法进行稳定性计算,并采用锚索框架梁辅以排水措施治理滑坡,通过2个雨季的考验,证明该治理措施可行有效.
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