【作者】 张健； 孙巧银； 卢全中； 王勇；

【Author】 ZHANG Jian~1 SUN Qiao-yin~2 LU Quan-zhong~3 WANG Yong~4 (1.College of Geological Engineering and Geomatics,Chang’an University,Xi’an 710054,China;2.Xi an Institute of Geology and Mineral Resourees,Xi’an 710054,China)

【机构】 长安大学地质工程与测绘工程学院； 西安地质矿产研究所；

【摘要】 在介绍黄陵至延安高速公路k295+750～k296+050滑坡工程地质情况的基础上,对滑坡的成因和机制进行了分析,并且进行了稳定性计算与评价。最后结合工程实际特点提出了以路肩挡墙作为支挡工程,并辅以刷方减重和地表排水相结合的合理处治方案。更多还原

【Abstract】 Based on the geological conditions of engineering landslide on section k295+750～k296+050 of Huang Ling-Yan an High-way,the cause and mechanism of landslide is analyzed.This paper calculates and assesses stability of the landslide.Accordingto practical feature of the landslide,the rational treatment scheme is proposed at last.The treatment scheme mainly includecombined measures of wall of railways road shoulder,cut work to lose weight and drainage way.更多还原