| 含承压水软基真空联合堆载预压设计 |
| |
| 引用本文： | 金小荣,俞建霖,龚晓南,杨雷霞,黄达宇.含承压水软基真空联合堆载预压设计[J].中国农村水利水电,2007(3):110-112,115. |
| |
| 作者姓名： | 金小荣 俞建霖 龚晓南 杨雷霞 黄达宇 |
| |
| 作者单位： | 1. 浙江大学岩土工程研究所,杭州,310027
2. 浙江省电力设计院,杭州,310007 |
| |
| 摘 要： | 首次运用真空联合堆载预压法加固含承压水地层软基,介绍了该方法在特殊地层的设计方法和现场试验项目,详细阐述了预埋式加筋挡墙和排水系统的施工工艺。本试验的成功将进一步拓展该法的应用领域,对类似地质条件下的真空联合堆载预压设计具有一定参考价值。
|
| 关 键 词： | 真空联合堆载预压 承压水 预埋式加筋挡墙 现场试验 |
| 文章编号： | 1007-2284（2007）03-0110-03 |
| 修稿时间： | 2006-03-27 |
Design of Vacuum-Surcharge Preloading for Soft Foundation with Confined Water |
| |
| JIN Xiao-rong,YU Jian-lin,GONG Xiao-nan,Yang Lei-xia,Huang Da-yu.Design of Vacuum-Surcharge Preloading for Soft Foundation with Confined Water[J].China Rural Water and Hydropower,2007(3):110-112,115. |
| |
| Authors: | JIN Xiao-rong YU Jian-lin GONG Xiao-nan Yang Lei-xia Huang Da-yu |
| |
| Institution: | 1. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China; 2. Zhejiang Provincial Electric Power Design Institute, Hangzhou 310007, China |
| |
| Abstract: | Soft clay-soil foundation with confined water is reinforced by using vacuum-surcharge technique for the first time.The design and field tests of the technique in specific stratum layer are introduced.Then constructions of retaining wall with soil nail pre-embedded and steel drain pipes which are anti-corrosive are elaborated in detail.The success of this test greatly expands the application area of the technique,and has reference effect for vacuum-surcharge pre-loading design of similar geological conditions. |
| |
| Keywords: | vacuum-surcharge preloading confined water preembedded soil-nail retaining wall field test |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
