摘要
结合邵阳县板桥至黄塘二级公路边坡防护技术设计,对平原微丘区复杂的地形、地貌和工程地质条件下的边坡防护设计进行了探讨,阐述了在施工过程中形成的稳定边坡和部分可能失稳边坡防护的设计方法。
The design on side slope protection with complex landform and physiognomy on hill in plain zone was investigated on the basis of the design of side slope protection technologies for secondary road from Banqiao in Shaoyang county to Huangtang. The design methods about stable side slope formed during construction and protection for parts of side slopes which may be unstable were expatiated.
出处
《湖南科技学院学报》
2005年第5期270-271,共2页
Journal of Hunan University of Science and Engineering