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重庆交通大学学报（自然科学版）

重庆交通大学学报（自然科学版） ›› 2008, Vol. 27 ›› Issue (5): 785-789.

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公路高切坡开挖过程数值模拟及稳定性评价——以两巫公路K95段为例

曹卫文, 唐红梅, 叶四桥   

  1. 重庆交通大学 岩土工程研究所, 重庆 400074
  • 收稿日期:2007-07-13 修回日期:2008-05-09 出版日期:2008-10-20 发布日期:2016-11-07
  • 作者简介:曹卫文(1980-),男,湖南湘潭人,硕士研究生,主要从事边坡工程研究。E-mail:caoweiwen980241@sohu.com;Tel:13647680321。
  • 基金资助:
    国家自然科学基金项目(50678182);重庆市交委科技攻关项目(CQJ20060101)

Numerical Simulation and Stability Evaluation of Excavation Process of High-Cutting Slope in Road Project——A Case Study of K95 Section in Wushan-Wuxi Road

CAO Wei-wen, TANG Hong-mei, YE Si-qiao   

  1. Institute of Geotechnical Engineering, Chongqing Jiaotong University, Chongqing 400074, China
  • Received:2007-07-13 Revised:2008-05-09 Online:2008-10-20 Published:2016-11-07

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摘要： 根据两巫公路K95段高切坡的实际情况,运用ANSYS软件对其开挖过程进行了模拟。得出了开挖前后岩体的应力、位移等值线,并对其进行了对比分析。根据塑性变形区节点坐标,利用最小二乘法原理得出了潜在滑动面方程,据此,对该高切坡进行了稳定性评价,并提出了有效的处置对策。

关键词: 高切坡, 数值模拟, 稳定性评价

Abstract: According to the actual condition of high-cutting slope of Wushan-Wuxi Road K95 section,general-purpose finite element program ANSYS is used to simulate excavation process.The rock mass' isoclines for stress,displacement etc of excavation before and after are got,and then a comparative test is made.Further,according to the node coordinate of plastic deformation area,latent glide plane equation is got by least squares theory.Hereby,stability evaluation for the high-cutting slope is carried out and effective disposal countermeasures are put forward.

Key words: high-cutting slope, numerical simulation, stability evaluation

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