临河路段路基边坡稳定性影响分析和处理研究

Study on Influence Aalysis and Teatment of Ebankment Sope Sability in Rverfront Section

临河路段路基稳定性是道路工程建设过程中经常遇到的问题,工程中常常有临河路段路基失稳导致的路面开裂、滑坡等现象,主要研究了影响临河路基稳定性的几个常见因素,包含河塘深度、临河距离、软土深度和路基填土高度等因素,找出其中的一些影响规律,并针对不同临河情况,合理采取相应的处理措施,以提高临河路基的稳定性,为临河路段的道路工程设计和建设提供一定的借鉴意义。

The stability of roadbed is often encountered in the process of road engineering construction, In engineering, road surface cracking and landslide are often caused by the instability of roadbed near river section, Several common factors affecting the stability of linhe roadbed are studied in this paper, Including river depth, riverfront distance, soft soil depth and subgrade fill height, Find out some of the patterns of influence, and for different riverside situations, appropriate measures should be taken, to improve the stability of the riverbed.It provides some reference for the road engineering design and construction of river section.