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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.
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