成永刚. 2007: 某高速公路K21段左侧边坡变形机理及治理. 工程地质学报, 15(S1): 146-150.
    引用本文: 成永刚. 2007: 某高速公路K21段左侧边坡变形机理及治理. 工程地质学报, 15(S1): 146-150.
    CHENG Yonggang. 2007: THE DEFORMING MECHANICS AND HARNESS OF K21 LEFT SLOPE OF EXPRESS HIGHWAY. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 146-150.
    Citation: CHENG Yonggang. 2007: THE DEFORMING MECHANICS AND HARNESS OF K21 LEFT SLOPE OF EXPRESS HIGHWAY. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 146-150.

    某高速公路K21段左侧边坡变形机理及治理

    THE DEFORMING MECHANICS AND HARNESS OF K21 LEFT SLOPE OF EXPRESS HIGHWAY

    • 摘要: 某高速公路纵穿大断裂带内的山地丘陵区,由于坡体地质条件较差,设计及施工力度欠缺,在2005年6月的强降雨的诱发下,坡体发生了约10万m3的大规模变形,严重影响了高速公路的正常运营。为有效的治理变形坡体,确保公路营运的安全,根据对该变形边坡的现场踏勘,完成了紧急抢险工程设计及综合治理工程设计。根据近两年来的深部位移监测显示,坡体已基本稳定,达到了为抢险施工工程提供科学依据的预期目的。

       

      Abstract: A express highway cross hilly ground in fracture zone, geological conditions is badly, design and construct are unfilled. Because strong rainfall in 2005.6,the slope appears probable 10104m3 deforming section, serious affect normal operational of express highway. For validity harness the deforming slopes, according to preliminary prospecting in site, we make good the design of urgent engineering and synthesis harness. Through achievement of deeply displacement, the slope already stabilize, so the design is success to urgent engineering.

       

    /

    返回文章
    返回