首页|全风化花岗岩路堑边坡降雨侵蚀时空分布特征测试与评估

全风化花岗岩路堑边坡降雨侵蚀时空分布特征测试与评估

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为了测试及评估全风化花岗岩路堑边坡降雨侵蚀时空分布特征,选取在建云南墨临高速公路某全风化花岗岩路堑边坡某段开展现场测试.首先结合三维激光扫描测试及电测量技术,获取边坡坡面形态特征参数及边坡电阻率剖面;然后引入高斯分布模型及分位数图示法实现边坡材料属性定义,通过电阻率差异映射边坡侵蚀状态.结果表明:边坡底部及坡中部(y=0~40 m)区域呈现大面积侵蚀特征,在各级边坡平台处则呈现多点集中高侵蚀特征,侵蚀影响深度达5 m左右;随着植被防护等措施的施加,大面积侵蚀特征变为多点集中侵蚀特征,评估结果与坡面形态信息具有较好的一致性.该研究成果对于该边坡降雨侵蚀灾害防治具有重要的实际意义,并对同类研究具有借鉴作用.
Test and evaluation of spatiotemporal distribution characteristics of fully weathered granite cut slope under rainfall erosion
To test and evaluate the spatiotemporal distribution characteristics of fully weathered granite cut slope under rainfall erosion,the fully weathered granite cut slope of Yunnan Molin Highway under con-struction was selected for field test.Firstly,combined with three-dimensional scanning test and electrical measurement,the shape characteristic parameters and slope resistivity profile were obtained;then,the nor-mal distribution model and quantile-quantile plot method were introduced to define the material properties of the slope,mapping slope erosion state with resistivity differences.The results show that large-scale ero-sion characteristics can be observed in the area at the bottom and middle of the slope(y=0~40 m),while multi-point concentrated erosion characteristics can be observed in the area at slope platforms,and the ero-sion depth is about 5 m.With the application of vegetation protection,large-scale erosion has transformed into a multi-point concentrated erosion,and the evaluation results have good consistency with the shape characteristic parameters.The research has practical significance for the rainfall erosion disaster preven-tion,and can also be used as a reference for similar research.

fully weathered granite cut sloperainfall erosionspatiotemporal distribution characteristicselectrical measurement technologythree-dimensional laser scanning test

杨榆璋、但路昭、袁刚烈、张涛、车爱兰

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云南省交通投资建设集团有限公司,云南 昆明 650103

大理大漾洱云高速公路有限公司,云南 大理 671014

上海交通大学船舶海洋与建筑工程学院,上海 200240

全风化花岗岩路堑边坡 降雨侵蚀 时空分布特征 电测量技术 三维激光扫描测试

云南省交通投资建设集团有限公司科技创新项目

YCIC-YF-2022-17

2024

安全与环境工程
中国地质大学

安全与环境工程

CSTPCD北大核心
影响因子:1.03
ISSN:1671-1556
年,卷(期):2024.31(3)
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