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预应力锚索抗滑挡墙设计理论研究
引用本文:何思明,田金昌,周建庭.预应力锚索抗滑挡墙设计理论研究[J].四川大学学报(工程科学版),2005,37(3):10-14.
作者姓名:何思明  田金昌  周建庭
作者单位:1. 中国科学院成都山地灾害与环境研究所,四川,成都,610041
2. 西藏自治区交通科学研究所,西藏,拉萨,850000
3. 重庆交通学院,土木工程学院,重庆,400074
基金项目:国家自然科学基金重大研究计划资助项目(90202007)
摘    要:将预应力锚索和普通重力式抗滑挡土墙进行组合,形成了预应力锚索挡土墙组合抗滑结构,用于对滑坡、高边坡的整治,以最大限度地发挥这两者抗滑结构的优点,达到高效、经济、快速整治滑坡的目的。并对这种组合抗滑结构的工作原理、设计理论以及经济技术比较等进行了研究。结果表明:预应力锚索抗滑挡土墙组合结构完全可以用于对大中型滑坡以及高边坡的整治,而且具有明显的技术经济优势。

关 键 词:预应力锚索挡土墙  组合抗滑结构  边坡工程
文章编号:1009-3087(2005)03-0010-05

Pre-stressed Rope of Anti-slide Retaining Wall
HE Si-ming,TIAN Jin-chang,ZOU Jian-ting.Pre-stressed Rope of Anti-slide Retaining Wall[J].Journal of Sichuan University (Engineering Science Edition),2005,37(3):10-14.
Authors:HE Si-ming  TIAN Jin-chang  ZOU Jian-ting
Affiliation:HE Si-ming~1,TIAN Jin-chang~2,ZOU Jian-ting~3
Abstract:Combine the pre-stressed rope and general anti-slide retaining wall to form the combined anti-slide structure of pre-stressed rope anti-slide retaining wall, and used to treat the landslide. Through combination of advantages of both rope and retaining wall, aiming at the high efficient, economical and fast treating landslide. The working mechanics, the design method and comparison of technology and economic are investigated. The results show that the big and middle landslide can be treated by the pre-stressed rope anti-slide retaining wall and possess the notable advantage of technology and economic.
Keywords:pre-stressed rope anti-slide retaining wall  combined anti-slide construct  slope engineering
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