摘要
高陡边坡的稳定性是岩土工程中的关键问题,直接影响到工程的安全和可靠性。本研究采用PLAXIS有限元分析软件进行高陡边坡的稳定性分析。首先建立了详细的地质模型,并模拟了实际边界条件和岩土参数,以评估边坡的稳定性。通过对比分析不同条件下的模拟结果,识别影响高陡边坡稳定性的关键因素,并提出了有效的评价方法。研究结果表明,边坡的物理和力学参数是决定其稳定性的主要因素。最后,基于分析结果,本文提出了针对性的工程建议和后续研究方向,旨在提高边坡工程的设计和施工质量。
The stability of steep slopes is a critical concern in geotechnical engineering,directly impacting the safety and reliability of engineering projects.This study utilizes the PLAXIS finite element analysis software to assess the stability of steep slopes.A detailed geological model was established,and realistic boundary conditions and geotechnical parameters were simulated to evaluate slope stability.By comparing the results under various conditions,the key factors influencing the stability of steep slopes and proposes effective evaluation methods were identified.The results indicate that the physical and mechanical properties of the slope are the primary determinants of its stability.Based on these findings,targeted engineering recommendations and directions for further research are suggested to enhance the design and construction quality of slope projects.
作者
卢旺
LU Wang(Shaanxi Branch of China National Geological Exploration Center of Building Materials Industry)
出处
《广东建材》
2024年第11期113-116,共4页
Guangdong Building Materials