|
|||||
|
|
| 抗土压力型园林驳岸构造设计方法探讨 | |
| 引用本文： | 李胜,潘瑞燕,李荣华,袁银祥.抗土压力型园林驳岸构造设计方法探讨[J].浙江林学院学报,2009,26(4):581-586. |
| 作者姓名： | 李胜 潘瑞燕 李荣华 袁银祥 |
| 作者单位： | 1. 浙江林学院,园林学院,浙江,临安,311300 2. 中国美术学院风景建筑设计研究院,浙江,杭州,310012 3. 杭州赛石园林绿化工程有限公司,浙江,杭州,310012 4. 浙江省嘉兴市园林绿化工程公司,浙江,嘉兴,314001 |
| 摘 要： | 为了更好地规范园林驳岸构造设计，提高其稳定性和安全性，通过研究园林驳岸存在的潜在威胁，将园林驳岸分为“抗土压力型园林驳岸”和“抗水冲刷型园林驳岸”：同时针对园林中最常见的“抗土压力型园林驳岸”，引入国外较合适的园林驳岸构造设计理论．并结合国内实例。详细介绍其设计验算方法和过程。图4表3参13 |
| 关 键 词： | 园林学 园林驳岸 构造设计 稳定性 安全性 |
Discussion on design methods of garden revetments construction |
|
| LI Sheng,PAN Rui-yan,LI Rong-hua,YUAN Yin-xiang.Discussion on design methods of garden revetments construction[J].Journal of Zhejiang Forestry College,2009,26(4):581-586. | |
| Authors: | LI Sheng PAN Rui-yan LI Rong-hua YUAN Yin-xiang |
| Institution: | LI Sheng, PAN Rui-yan, LI Rong-hua, YUAN Yin-xiang (1. School of Landscape Architecture, Zhejiang Forestry College, Lin＇an 311300, Zhejiang, China; 2. The Landscape and Architecture Design Institute, China Academy of Art, Hangzhou 310012, Zhejiang, China; 3. Saishi Landscape Engineering Ltd., Hangzhou 310012, Zhejiang, China; 4. Jiaxing Landscape Engineering Com., Ltd., Jiaxing 514001, Zhejiang, China) |
| Abstract: | In order to better regulate construction design of the garden revetments and enhance their stability and security, and on the basis of the potential threats to revetments, garden revetments were divided into ＂anti-earth pressure revetments＂ and ＂anti-water erosion revetments＂. The detailed introduction, design and computation methods and processes of the most prevalent ＂anti-earth pressure revetments＂ in China was conducted on the basis of the relevant international theories on the design of garden revetments construction and domestic practices. Ch, 4 fig. 3 tab. 13 ref.] |
| Keywords: | landscape architecture garden revetment construction design stability safety |
| 本文献已被 维普 万方数据 等数据库收录！ | |
| 点击此处可从《浙江林学院学报》浏览原始摘要信息 | |