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豫西某在建高速公路滑坡综合勘察设计研究

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[目的]豫西山岭重丘区由于地形地质复杂,高填深挖多,在建设高速公路过程中对原地形的扰动较大,易引发工程滑坡,采取何种方法准确查明滑坡特征是滑坡勘察中的难点,也制约着滑坡治理方案的确定.[方法]针对豫西某在建高速公路大型深层土质滑坡,通过低空航拍三维实景建模、地表调查监测、地下钻探、物探、测斜、试验等多种勘探方法进行滑坡勘察,准确查明滑坡的范围、剪出口、覆盖层厚度、物质组成、后缘裂缝及滑面(带)特征,并通过表层、深层位移监测方法进行滑面校核及稳定性监测.[结果]综合确定滑面(带)抗剪强度参数,定量计算滑坡剩余下滑力.[结论]研究成果可为滑坡治理方案设计提供参考.
Research on Comprehensive Survey and Design of Landslide on a Highway Under Construction in Western Henan
[Purposes]Due to the complex terrain and geology,high embankments and deep excavations,the construction of the expressway in the mountainous area of western Henan Province has caused signifi-cant disturbance to the original topography,and is prone to engineering landslides.It is difficult to accu-rately identify landslide characteristics,which hinders the determination of landslide control solutions.[Methods]This article focuses on the investigation of a large deep-seated soil landslide on an express-way under construction in western Henan Province,using multiple exploration methods such as low-altitude aerial photogrammetry,three-dimensional real scene modeling,surface investigation and moni-toring,underground drilling,geophysical exploration,inclinometer monitoring,and testing.The scope of the landslide,shear zone,thickness of the cover layer,material composition,rear crack,and sliding sur-face(band)characteristics were accurately determined.The sliding surface check and stability monitor-ing are carried out by surface and deep displacement monitoring methods.[Findings]The shear strength parameters of the sliding surface(band)were comprehensively determined and the residual sliding force of the landslide was quantitatively calculated.[Conclusions]The results can provide reference for the design of landslide control scheme.

Western Henan mountainous expresswaylandslide investigationthree-dimensional real modelingdeep displacement monitoringsliding surface(band)characteristics

杨力龙、周向向、王亚奇、郭永祥、杨振辉

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河南省中工设计研究院集团股份有限公司,河南 郑州 450052

豫西山区高速 滑坡勘察 三维实景建模 深层位移监测 滑面(带)特征

2024

河南科技
河南省科学技术信息研究院

河南科技

影响因子:0.615
ISSN:1003-5168
年,卷(期):2024.51(17)