门形抗滑桩结合高压旋喷止水帷幕支护在临江深基坑中的应用 Application of Portal Structure Anti-slide Pile Combined with High-pressure Jet Grouting Waterproof Curtain Supports of in River-side Deep Foundation Excavation | |
袁尚锋[1]; 吴曙光[2]; 詹重伟[1]; 郭福元[1]; 邱伟[1] | |
2013 | |
卷号 | 42页码:70-72 |
URL标识 | 查看原文 |
内容类型 | 期刊论文 |
URI标识 | http://www.corc.org.cn/handle/1471x/3191148 |
专题 | 重庆大学 |
推荐引用方式 GB/T 7714 | 袁尚锋[1],吴曙光[2],詹重伟[1],等. 门形抗滑桩结合高压旋喷止水帷幕支护在临江深基坑中的应用 Application of Portal Structure Anti-slide Pile Combined with High-pressure Jet Grouting Waterproof Curtain Supports of in River-side Deep Foundation Excavation[J],2013,42:70-72. |
APA | 袁尚锋[1],吴曙光[2],詹重伟[1],郭福元[1],&邱伟[1].(2013).门形抗滑桩结合高压旋喷止水帷幕支护在临江深基坑中的应用 Application of Portal Structure Anti-slide Pile Combined with High-pressure Jet Grouting Waterproof Curtain Supports of in River-side Deep Foundation Excavation.,42,70-72. |
MLA | 袁尚锋[1],et al."门形抗滑桩结合高压旋喷止水帷幕支护在临江深基坑中的应用 Application of Portal Structure Anti-slide Pile Combined with High-pressure Jet Grouting Waterproof Curtain Supports of in River-side Deep Foundation Excavation".42(2013):70-72. |
个性服务 |
查看访问统计 |
相关权益政策 |
暂无数据 |
收藏/分享 |
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。
修改评论