Integrated geophysical detection of water inrush from foundation pit near the river: a case study of Nanjing subway station

2021 ◽  
Vol 80 (20) ◽  
Author(s):  
Maoxin Su ◽  
Yimin Liu ◽  
Yiguo Xue ◽  
Lichao Nie ◽  
Peng Wang ◽  
...  
2020 ◽  
Vol 97 ◽  
pp. 103290 ◽  
Author(s):  
Linchong Huang ◽  
Jianjun Ma ◽  
Mingfeng Lei ◽  
Linghui Liu ◽  
Yuexiang Lin ◽  
...  

Author(s):  
Qi Wang ◽  
Ping Geng ◽  
Xiangyu Guo ◽  
Xinqiang Wang ◽  
Peisong Li ◽  
...  

2011 ◽  
Vol 90-93 ◽  
pp. 485-489
Author(s):  
Li Guo ◽  
Peng Li He ◽  
Guang Jun Zhang

The enclosure pile is extensively used as retaining structure in the foundation pit excavation. And it is always combined with other reinforcement measures. So it is unreasonable to a certain degree that the enclosure pile is analyzed as cantilever structure. Taken the deep foundation pit of a subway station in Hefei for instance, the effect of other reinforcement measures on restrained conditions of enclosure piles in the paper was taken into account. And the behavior of enclosure pile under various restrained conditions was analyzed. Based on that, some helpful suggestions for practical retaining structure of foundation pit were put forward.


2021 ◽  
Vol 14 (20) ◽  
Author(s):  
Li-Gang Yuan ◽  
Xiao-Li Li ◽  
Xin Li ◽  
Yi-Lin Yu ◽  
Li-Guang Chen ◽  
...  

2018 ◽  
Vol 37 (2) ◽  
pp. 288-299 ◽  
Author(s):  
Qiuyu Lu ◽  
Xiaoqin Li ◽  
Wenping Li ◽  
Wei Chen ◽  
Luanfei Li ◽  
...  

2019 ◽  
Vol 23 (11) ◽  
pp. 4621-4630
Author(s):  
Yuan-shun Shen ◽  
Peng Wang ◽  
Mei-ping Li ◽  
Qi-wen Mei

Sign in / Sign up

Export Citation Format

Share Document