| 土质边坡坡率法设计 |
| |
| 引用本文： | 蔡剑波,谢振安. 土质边坡坡率法设计[J]. 山西建筑, 2010, 36(18): 106-107 |
| |
| 作者姓名： | 蔡剑波 谢振安 |
| |
| 作者单位： | 1. 广州市市政工程设计研究院,广东,广州,510060
2. 中山大学地球科学系,广东,广州,510275 |
| |
| 摘 要： | 在对比支挡法、锚固法、坡率法边坡防护方法的基础上,就坡率法中挖填坡不同坡率选择、坡面防护、截排水、生态景观设计过程进行了探讨,指出坡率法安全稳定性高,耐久性好,优点众多,进行边坡防护设计时,在用地条件许可情况下,宜优先采用。
|
| 关 键 词： | 坡率法 边坡 防护 |
The design of soil slide slope ratio method |
| |
| CAI Jian-bo,XIE Zhen-an. The design of soil slide slope ratio method[J]. Shanxi Architecture, 2010, 36(18): 106-107 |
| |
| Authors: | CAI Jian-bo XIE Zhen-an |
| |
| Affiliation: | CAI Jian-bo XIE Zhen-an |
| |
| Abstract: | Based on the slide slope safeguard methods of compared supporting and retaining method,anchor fixing method and slope ratio method,the different slope ration choice at digging and filling slope,slope surface safeguard,interception and drainage and ecological landscape design process in slope ratio method were discussed.It pointed out that slope ratio method had high safe stability,good durability and many advantages,which should be adopted preferentially at designing the slide slope safeguard and the condition of permitted land use. |
| |
| Keywords: | slope ratio method slide slope safeguard |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
