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山区高速公路边坡设计探讨
引用本文:蓝日彦,周铮,孙义刚,叶琼瑶. 山区高速公路边坡设计探讨[J]. 广西大学学报(自然科学版), 2007, 32(2): 194-199
作者姓名:蓝日彦  周铮  孙义刚  叶琼瑶
作者单位:广西交通规划勘察设计研究院,广西南宁,530011;广西大学,广西南宁,530004
摘    要:针对山区高速公路边坡设计的特殊性,提出其设计应遵循的原则,边坡稳定分析方法及主要设计内容,并通过一工程实例说明,山区公路边坡设计具有预测性、风险性和动态性等特点,应在综合运用各种定性定量分析方法对场地工程地质条件进行分析评价的基础上,选择合理的边坡形态、坡率和适用的加固防护措施.

关 键 词:山区  高速公路  边坡  设计
文章编号:1001-7445(2007)02-0194-06
修稿时间:2007-04-152007-04-25

Discussion on the highway-side slope design in mountainous area
LAN Ri-yan,ZHOU Zheng,SUN Yi-gang,YE Qiong-yao. Discussion on the highway-side slope design in mountainous area[J]. Journal of Guangxi University(Natural Science Edition), 2007, 32(2): 194-199
Authors:LAN Ri-yan  ZHOU Zheng  SUN Yi-gang  YE Qiong-yao
Affiliation:1. Guangxi Communication Planning and Prospecting Design Academy,Nanning 530011 ,China; 2. Guangxi University,Nanning 530004. China
Abstract:In allusion to the particularity of the highway-side slope design in mountainous area,the stability analysis methods of roadside slop,the principles and main contents in design are brought forward.The highway-side slope design in mountainous area being of predictability,risk and dynamic showed by an engineering example,reasonable slope shape,slope gradient and adaptable reinforcement protective measure should be confirmed based on the analysis of engineering geology conditions by comprehensive utilization of qualitative and quantitative analysis methods.
Keywords:mountainous area  highway  slope  design
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