论文部分内容阅读
文章针对浙江两龙高速公路路堑高边坡的工程特点,基于相关边坡或滑坡工程地质勘察报告及防护加固工程或治理工程设计文件等基础资料,采用全线普查与重点复查相结合、定性分析与定量计算相结合、专人排查与专家会审相结合的方法,通过对两龙高速公路路堑高边坡工点进行逐段逐点的现场踏勘与调查,认真排查边坡工程病害,补充收集工程地质与水文地质资料,掌握边坡工程工作现状,综合分析和评价路堑高边坡工程的稳定现状和发展趋势,并提出明确的工后评估结论,为将来边坡具体加固工程提供基本资料。
In this paper, according to the engineering characteristics of the high cutting slope of Zhejiang Lianglong Expressway, based on the basic data of relevant slope or landslide engineering geological survey report, protective reinforcement project or management project design document, the paper adopts the combination of census and key review, qualitative analysis and Quantitative calculation, a combination of expert investigation and expert review, a site-by-site on-site survey and investigation was carried out on the high slopes of the two long-high-speed expressways to conscientiously investigate the slope disease and supplement engineering geology and engineering Hydrological and geologic data, master the status quo of slope engineering work, comprehensively analyze and evaluate the status quo and development trend of the high cutting slope engineering, and provide clear conclusions of post-construction evaluation to provide basic data for specific reinforcement works of slope in the future.