首页|云南某隧道洞口堆积体高边坡支护设计与数值模拟研究

云南某隧道洞口堆积体高边坡支护设计与数值模拟研究

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边坡防护是公路工程中的一项重要内容,不仅关系到边坡稳定性和公路的使用寿命,还关系到公路的整体安全.以云南省某高速公路隧道洞口堆积体边坡为例,根据实际的边坡情况设计相应的支护方案,即对边坡进行削方减载,并加入抗滑桩、锚杆(索)框架梁以及喷锚的支护形式,随后将施加支护的边坡与原边坡进行对比研究.从数值模拟的计算结果来看,根据此种方案施加支护的边坡剪应变增量与原边坡相比有一定程度的减小,边坡的水平位移以及潜在滑移层都得到有效控制,并且有效提高了边坡稳定性.
Design scheme and numerical simulation of high slope treatment for expressway tunnel entrance in Yunnan Province
Slope protection is an important content in highway engineering,it is not only related to the stability of slope and the service life of highway,but also related to the overall safety of highway.A stack slope at the entrance of a highway tunnel in Yunnan Province is taken as an example,and a corresponding support scheme is designed according to the actual situation of the slope,that is,the slope is cut and unloaded,and the support forms of anti-slide pile,anchor(cable)frame beam and shotcrete anchor are added.Then comparison study are carried out between the supported slope and the original slope.According to the results of numerical simulation,the slope shear strain increment is reduced to some extent compared with the original slope,the horizontal displacement and potential slip layer of the slope are effectively controlled,and the slope stability is greatly improved.

excavation support of tunnel slopesslope treatmentnumerical simulationaccumulation bodyslope stability

卢宏宇

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中铁建大桥工程局集团第五工程有限公司,四川 成都 610500

隧道边坡开挖支护 边坡治理 数值模拟 堆积体 边坡稳定性

2024

山东交通科技
山东省交通科学研究所

山东交通科技

影响因子:0.249
ISSN:1673-8942
年,卷(期):2024.(4)