立孟公路边坡治理  

Highway Slope Treatment of Lixin-Mengding Road

作　　者：张刚[1] 赵萌[1] 肖标丁 

机构地区：[1]昆明理工大学建筑工程学院,昆明650500 [2]云南大学建筑与规划学院,昆明650500

出　　处：《价值工程》2016年第19期128-130,共3页Value Engineering

摘　　要：立新至孟定公路位于临沧市境内,属横断山系纵谷区南端。公路沿线地貌类型分为侵蚀堆积山间盆地地貌、构造侵蚀中山地貌和构造侵蚀溶蚀地貌。经过地质勘察,公路K11＋820~K11＋870和K12＋000~K12＋330两段坡体处于不稳定状态,需要积极采取措施进行防护加固治理,本文应用Ansys软件仿真模拟结合实际情况,对K11＋820~K11＋870和K12＋000~K12＋330段边坡进行治理。Lixin-Mengding Road is located in the territory of Lincang City, belonging to the southern tip of the longitudinal valley region of Hengduan Mountains. Along the highway landform types are divided into erosion accumulation mountain basin landform, tectonic erosion Zhongshan landform and tectonic erosion corrosion landform. After geological survey, the highway K11＋820 ~ K11＋870 and K12＋000 ~ K12＋330 sections of the slope are in unstable state, need to take active measures for protection and strengthening governance. This paper, combined with the actual situation, uses Ansys software simulation for the treatment of the K11 ＋820 ~ K11 ＋870 and K12 ＋000 ~K12＋330 sections of the slope.

关 键 词：公路边坡 ANSYS模拟 稳定性分析 水文地质 

分 类 号：U213.13[交通运输工程—道路与铁道工程]