DESIGN ANALYSIS OF COHESIVE SOIL SLOPE REINFORCED BY PRESTRESSED CABLES

摘要：

The limit equilibrium method is used to solve the approximate stable angle for cohesive soil. A stability analysis for the reinforcement of cohesive soil slope is proposed in the paper. A practical design example is introduced and checked by the stability analysis of reinforcement system.

作者: KAI SUN XUEYI SUN

作者单位: Hainan Haikai Geoengineering Co, Ltd.Hainan Haikou, China, 570206, China

会议类型: 国际会议

会议名称: The Third International Conference on Nwe Development in Rock Mechanics and Engineering(NDRM2009)(第三届国际岩石力学与工程新进展学术会议)

会议地点: 三亚

会议语种:英文

页码: 509-514

在线出版日期: 2009-05-24（万方平台首次上网日期，不代表论文的发表时间）