摘要
结合浙赣线D1K896+683～D1K897+500段高边坡的工程地质条件、设计、施工等实际情况,分析了高边坡溜坍和开裂原因,采用多种措施对病害处进行了临时加固并采取了确保高边坡稳定的永久加固措施。实践表明,加固效果良好,达到了整治效果,可为同类高边坡溜坍和开裂情况提供参考。
Based on the real situation of the steep slope of Zhejiang-Ganzhou Railway D1 K896 ＋ 683 ~ D1 K897 ＋ 500, in- eluding engineering geological condition, design and construction, reasons of slip and crack of the steep slope are well ana- lyzed. Multiple measures are carried out to cure the slope distress, both temporal and permanent measures are taken to strengthen and stabilize the steep slope. Practice demonstrates the good effects of strengthening, which can be referenced by the similar slip and crack situation of steep slope.
出处
《铁道建筑技术》
2012年第9期81-83,共3页
Railway Construction Technology
关键词
高边坡
防护加固
永久稳定
steep slope
strengthening and protecting
permanent stabilization
