鹧鸪山斜坡变形体整治工程分析
|
摘要
研究目的:鹧鸪山斜坡变形体是一个潜在的大型滑动斜坡变形体,处于蠕动变形阶段,如果遭到外界降雨或扰动作用极可能形成一个巨大的滑坡,造成317国道断道。本文针对该斜坡变形体研究和分析其形成的原因,提出可采取的整治措施并予以实施,保证该斜坡变形体的整体稳定,确保317国道的畅通。研究结论:通过对鹧鸪山斜坡变形体形成原因和处于蠕动变形阶段特征的分析,提出了在斜坡变形体下部采用抗滑桩、陡坡面采用锚索框架梁、中部采用深层抗滑键进行联合整治的措施,实施后有效地保证了该斜坡变形体的整体稳定,并经受住了四川汶川"5.12"特大地震和强降雨的考验。
Research purposes:The slope deformable body of Zhegu Mountain was a potentially large-sized sliding deformable body and it was in the creep deformation stage.The big landslide would probably happen under the effect of heavy rain or the external disturbance to interrupt the traffic of the National Highway 317.This paper studies and analyzes the reasons for formation of the slope deformable body and offers the measures to be taken for treating the slope deformable body to ensure the entire stability of the slope deformable body and smooth traffic of National Highway 317.Research conclusions:Through the analyses of the reasons for formation of the slope deformable body and the characteristics of slope deformable body in the creep deformation stage,the proposal was made the integral treatment had to be conducted.Namely,the slide-resistant pile was adopted for reinforcing the down part of the slope deformable body,the anchor-framed framework was adopted for reinforcing the steep surface and the deep foundation slide-resistant key was adopted for reinforcing the middle part of slope deformable body.After conducting these treatments,the slope deformable body was stable entirely and well stood the Wenchuan Earthquake and heavy rain.
Research purposes:The slope deformable body of Zhegu Mountain was a potentially large-sized sliding deformable body and it was in the creep deformation stage.The big landslide would probably happen under the effect of heavy rain or the external disturbance to interrupt the traffic of the National Highway 317.This paper studies and analyzes the reasons for formation of the slope deformable body and offers the measures to be taken for treating the slope deformable body to ensure the entire stability of the slope deformable body and smooth traffic of National Highway 317.Research conclusions:Through the analyses of the reasons for formation of the slope deformable body and the characteristics of slope deformable body in the creep deformation stage,the proposal was made the integral treatment had to be conducted.Namely,the slide-resistant pile was adopted for reinforcing the down part of the slope deformable body,the anchor-framed framework was adopted for reinforcing the steep surface and the deep foundation slide-resistant key was adopted for reinforcing the middle part of slope deformable body.After conducting these treatments,the slope deformable body was stable entirely and well stood the Wenchuan Earthquake and heavy rain.
引文
[1]铁道第二勘察设计院.国道317线鹧鸪山隧道西引道工程K 9+464~+646段病害处治工程变更设计施工图[Z].成都:铁道第二勘察设计院,2006.
[2]莫安儒.贵新高速公路螺丝冲缓动巨型滑坡研究[J].铁道工程学报,2003(3):76-80.
[3]孙德永.南昆铁路八渡车站的滑坡与整治[J].铁道工程学报,2005(增刊1):320-326.
[4]徐峻龄.滑坡的规律研究与防治[J].铁道工程学报,2005(增刊1):333-339.
[5]李忠.渝怀线古城南平山山体滑坡的防治措施研究[J].铁道工程学报,2004(1):60-64.
[6]黄润秋.汶川地震触发大光包巨型滑坡基本特征及形成机理分析[J].工程地质学报,2008(6):730-741.
[7]刘成军.滩头车站巨型滑坡病害防治技术研究[J].铁道标准设计,2001(5):38-39.
[8]殷跃平.西藏波密易贡高速巨型滑坡概况[J].中国地质灾害与防治学报,2000(2):35-36.
[9]石豫川.金沙江上游某巨型复合型滑坡的基本特征及稳定性分析[J].中国地质灾害与防治学报,2000(4):11-15.
[10]冯文凯.复杂巨型滑坡形成机制三维离散元模拟分析[J].岩土力学,2009(4):1122-1126.
[2]莫安儒.贵新高速公路螺丝冲缓动巨型滑坡研究[J].铁道工程学报,2003(3):76-80.
[3]孙德永.南昆铁路八渡车站的滑坡与整治[J].铁道工程学报,2005(增刊1):320-326.
[4]徐峻龄.滑坡的规律研究与防治[J].铁道工程学报,2005(增刊1):333-339.
[5]李忠.渝怀线古城南平山山体滑坡的防治措施研究[J].铁道工程学报,2004(1):60-64.
[6]黄润秋.汶川地震触发大光包巨型滑坡基本特征及形成机理分析[J].工程地质学报,2008(6):730-741.
[7]刘成军.滩头车站巨型滑坡病害防治技术研究[J].铁道标准设计,2001(5):38-39.
[8]殷跃平.西藏波密易贡高速巨型滑坡概况[J].中国地质灾害与防治学报,2000(2):35-36.
[9]石豫川.金沙江上游某巨型复合型滑坡的基本特征及稳定性分析[J].中国地质灾害与防治学报,2000(4):11-15.
[10]冯文凯.复杂巨型滑坡形成机制三维离散元模拟分析[J].岩土力学,2009(4):1122-1126.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心