Failure mode and pullout capacity of anchor piles in soils with cohesive and cohesionless properties | |
Peng, J.; Liu, H.; Zhao, Y.; Liang, K. | |
刊名 | Marine Georesources and Geotechnology |
2019 | |
关键词 | Anchor pile cohesionless soil cohesive soil failure mode inclined loading pile pullout capacity suction anchor |
ISSN号 | 1064-119X;1521-0618 |
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/2887836 |
专题 | 天津大学 |
作者单位 | State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin, China |
推荐引用方式 GB/T 7714 | Peng, J.,Liu, H.,Zhao, Y.,et al. Failure mode and pullout capacity of anchor piles in soils with cohesive and cohesionless properties[J]. Marine Georesources and Geotechnology,2019. |
APA | Peng, J.,Liu, H.,Zhao, Y.,&Liang, K..(2019).Failure mode and pullout capacity of anchor piles in soils with cohesive and cohesionless properties.Marine Georesources and Geotechnology. |
MLA | Peng, J.,et al."Failure mode and pullout capacity of anchor piles in soils with cohesive and cohesionless properties".Marine Georesources and Geotechnology (2019). |
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