摘要
绛帐至法门寺、汤峪二级汽车专用公路修建后 ,在黄土塬区形成了两段深挖路堑。针对施工过程中出现的土质深挖路堑边坡稳定问题 ,提出了相应的边坡整治防护措施。施工过程中和通车后的一年内对边坡稳定的监测结果表明 。
Two deep cuts on loess plateau in Baojixia Irrigation District were formed along the special highway from Famensi to Tangyu in Shaanxi Province. Corresponding rectification and shelter measurements were conducted to keep slope stability of cuts during construction. The observational results during construction and after opening to traffic for a year indicates that the measurements suggested in the paper are reasonable.
出处
《防渗技术》
2002年第2期30-34,共5页
Technique of Seepage Control
