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Effect of grouting pressure and overburden pressure on pullout resistance of soil nails
Hong Cheng-yu[1]; Liu Zi-xiong[2]; Zhang Meng-xi[3]; Zhou Qi[4]
刊名ROCK AND SOIL MECHANICS
2017
卷号38页码:317-322
关键词soil nails peak pullout resistance apparent coefficient of friction overburden soil pressure grouting pressure degree of saturation
ISSN号1000-7598
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/2195916
专题上海大学
作者单位1.[1]Shanghai Univ, Dept Civil Engn, Shanghai 200444, Peoples R China.
2.Shantou Univ, Key Lab Struct & Wind Tunnel Guangdong Higher Edu, Shantou 515063, Guangdong, Peoples R China.
3.[2]Shanghai Univ, Dept Civil Engn, Shanghai 200444, Peoples R China.
4.[3]Shanghai Univ, Dept Civil Engn, Shanghai 200444, Peoples R China.
5.[4]Shantou Univ, Dept Civil & Environm Engn, Shantou 515063, Guangdong, Peoples R China.
推荐引用方式
GB/T 7714
Hong Cheng-yu[1],Liu Zi-xiong[2],Zhang Meng-xi[3],et al. Effect of grouting pressure and overburden pressure on pullout resistance of soil nails[J]. ROCK AND SOIL MECHANICS,2017,38:317-322.
APA Hong Cheng-yu[1],Liu Zi-xiong[2],Zhang Meng-xi[3],&Zhou Qi[4].(2017).Effect of grouting pressure and overburden pressure on pullout resistance of soil nails.ROCK AND SOIL MECHANICS,38,317-322.
MLA Hong Cheng-yu[1],et al."Effect of grouting pressure and overburden pressure on pullout resistance of soil nails".ROCK AND SOIL MECHANICS 38(2017):317-322.
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