土石比对碎石土强夯地基加固效果影响规律瑞利波检测分析 Influences of soil-rock ratio on foundation with detritus soil under dynamic compaction based on Rayleigh wave detection | |
黄达[1,2]; 金华辉[1,3] | |
2012 | |
卷号 | 33页码:3067-3072 |
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/2990981 |
专题 | 重庆大学 |
推荐引用方式 GB/T 7714 | 黄达[1,2],金华辉[1,3]. 土石比对碎石土强夯地基加固效果影响规律瑞利波检测分析 Influences of soil-rock ratio on foundation with detritus soil under dynamic compaction based on Rayleigh wave detection[J],2012,33:3067-3072. |
APA | 黄达[1,2],&金华辉[1,3].(2012).土石比对碎石土强夯地基加固效果影响规律瑞利波检测分析 Influences of soil-rock ratio on foundation with detritus soil under dynamic compaction based on Rayleigh wave detection.,33,3067-3072. |
MLA | 黄达[1,2],et al."土石比对碎石土强夯地基加固效果影响规律瑞利波检测分析 Influences of soil-rock ratio on foundation with detritus soil under dynamic compaction based on Rayleigh wave detection".33(2012):3067-3072. |
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