关于岩土工程基坑边坡失稳加固技术的探讨——以日照岚山疏港铁路工程对应项目为例

Discussion on Reinforcement Technology for Unstable Slope of Excavation in Geotechnical Engineering:Taking the Corresponding Project of the Rizhao Lanshan Port Dredging Railway Project as an Example

本文以日照岚山疏港铁路工程对应项目为例,围绕岩土工程基坑边坡失稳加固技术展开探讨。通过研究基坑边坡的失稳原因及其加固方法,发现基坑边坡的失稳主要受到土壤侧向压力、水分运移等因素的影响;对比不同加固技术的有效性,发现排水系统和土体改良是最有效的措施,能显著提高边坡的稳定性;此外,还发现选择合适的施工方法和工程管理也对边坡稳定性具有重要影响。这些结果表明,在岩土工程中,理解边坡失稳机制并采取相应的加固措施能够有效减少工程风险,并提高工程质量和安全性。

This article takes the corresponding project of the Rizhao Lanshan Port Dredging Railway Project as an example,and explores the reinforcement technology for unstable foundation pit slopes in geotechnical engineering.By studying the causes of instability of foundation pit slopes and their reinforcement methods,it was found that the instability of foundation pit slopes is mainly affected by factors such as soil lateral pressure and water transport.Comparing the effectiveness of different reinforcement techniques,it was found that drainage systems and soil improvement are the most effective measures,which can significantly improve the stability of slopes.In addition,it was found that selecting appropriate construction methods and engineering management also have a significant impact on slope stability.These results indicate that understanding the mechanism of slope instability and taking corresponding reinforcement measures in geotechnical engineering can effectively reduce engineering risks and improve engineering quality and safety.