| 新近吹填超软土地基浅层加固技术卸载标准探讨 |
| |
| 引用本文： | 陈伟东,鲍树峰.新近吹填超软土地基浅层加固技术卸载标准探讨[J].水运工程,2014(8):144-148. |
| |
| 作者姓名： | 陈伟东 鲍树峰 |
| |
| 作者单位： | 1. 中交四航工程研究院有限公司,广东广州510230;中交交通基础工程环保与安全重点实验室,广东广州510230
2. 中交四航工程研究院有限公司,广东广州510230;中交交通基础工程环保与安全重点实验室,广东广州510230;华南理工大学土木与交通学院,广东广州510641 |
| |
| 基金项目： | 中交交通基础工程环保与安全重点实验室科研资助项目（院科Y2013D27） |
| |
| 摘 要： | 新近吹填超软土地基浅层加固对沉降控制要求不严格,因此,现有的卸载标准不完全适用于该类地基。鉴于此,通过理论方法建立了该类地基浅表层加固卸载标准的判别条件,并结合工程应用证实该判别条件是现有卸载标准的有效补充方法之一。
|
| 关 键 词： | 新近吹填超软土地基 浅层加固技术 卸载标准 |
Unloading criterion on improvement technique of shallow ultra-soft soil foundation formed by hydraulic reclamation |
| |
| CHEN Wei-dong and BAO Shu-feng.Unloading criterion on improvement technique of shallow ultra-soft soil foundation formed by hydraulic reclamation[J].Port & Waterway Engineering,2014(8):144-148. |
| |
| Authors: | CHEN Wei-dong and BAO Shu-feng |
| |
| Abstract: | For the treatment technique of shallow ultra-soft soil foundation formed by hydraulic reclamation,the ground settlement is not strictly controlled,so the existing unloading criterion does not apply to such foundations.In view of this,the unloading criterion is established by theoretical methods for the treatment technique of shallow ultra-soft soil foundation formed by hydraulic reclamation.Then it is demonstrated in engineering practice that the theoretical criterion is one of the effective complement methods for the existing unloading criterion. |
| |
| Keywords: | shallow ultra-soft soil foundation improvement technique unloading criterion |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《水运工程》浏览原始摘要信息 |
| 点击此处可从《水运工程》下载免费的PDF全文 |
