| 陡倾斜基岩面条件下的基坑工程 |
| |
| 引用本文： | 潘德来,陈跃.陡倾斜基岩面条件下的基坑工程[J].探矿工程,2010,37(3):39-41. |
| |
| 作者姓名： | 潘德来 陈跃 |
| |
| 作者单位： | 浙江省地质矿产工程公司,浙江杭州310016 |
| |
| 摘 要： | 通过基坑工程实例，介绍了一侧出露基岩（火山凝灰岩）而另一侧为深厚软土层（淤泥）、基岩面陡倾斜及主动土压力相差悬殊条件下的基坑支护设计和施工要求，为今后类似工程提供经验。
|
| 关 键 词： | 陡倾斜基岩面 深厚软土层 主动土压力 基坑工程 |
| 收稿时间： | 2009/12/3 0:00:00 |
| 修稿时间： | 2009/12/26 0:00:00 |
Excavation Pit Engineering under the High Angle Bedrock Surface |
| |
| PAN De-lai and CHEN Yue.Excavation Pit Engineering under the High Angle Bedrock Surface[J].Exploration Engineering(Drilling & Tunneling),2010,37(3):39-41. |
| |
| Authors: | PAN De-lai and CHEN Yue |
| |
| Institution: | ( Zhejiang Province Corporation of Geology and Mineral Resources Engineering, Hangzhou Zhejiang 310016, China) |
| |
| Abstract: | By the field case of excavation pit engineering, the paper introduced an excavation pit supporting design and the construction requirement under the condition of bedrock exposing on one side and deep soft soil layer on the other side with high angle bedrock surface and great disparity of active earth pressure, which could be the reference for the similar engineering. |
| |
| Keywords: | high angle bedrock surface deep soft soil layer active earth pressure excavation pit engineering |
| 本文献已被 维普 等数据库收录！ |
| 点击此处可从《探矿工程》浏览原始摘要信息 |
| 点击此处可从《探矿工程》下载免费的PDF全文 |
