Experimental and numerical investigation on cracking mechanism of tunnel lining under bias pressure

2021 ◽  
Vol 163 ◽  
pp. 107693
Author(s):  
Dejun Liu ◽  
Meng Li ◽  
Jianping Zuo ◽  
Yang Gao ◽  
Fei Zhong ◽  
...  
2013 ◽  
Vol 37 ◽  
pp. 115-127 ◽  
Author(s):  
Ngoc-Anh Do ◽  
Daniel Dias ◽  
Pierpaolo Oreste ◽  
Irini Djeran-Maigre

2020 ◽  
Vol 2020 ◽  
pp. 1-5 ◽  
Author(s):  
Jiajia Li ◽  
Yong Fang ◽  
Cheng Liu ◽  
Yongxing Zhang ◽  
Weihua Lu

This paper presents a systematical numerical investigation into the lining performance of a tunnel with cavities around surrounding rocks, focusing on the influences of cavity size and multicavity distribution. The study demonstrates that the cavities around surrounding rocks have much influence on tunnel stability and may induce damages in tunnel structures, in which cavity width has a more severe effect on the stress state of tunnel structures than cavity depth. Moreover, the numerical investigation also illustrates that the nonadjacent distribution of multicavities has more serious influence on tunnel structures than that from adjacent distribution of multicavities as well as that from a single cavity.


2020 ◽  
Vol 95 ◽  
pp. 103152 ◽  
Author(s):  
Guang Huang ◽  
Lun Gong ◽  
Xuefei Sun ◽  
Zhen-ning Liang ◽  
Xi-Yuan Wang

2015 ◽  
Vol 72 ◽  
pp. 66-76 ◽  
Author(s):  
Ngoc-Anh Do ◽  
Daniel Dias ◽  
Pierpaolo Oreste ◽  
Irini Djeran-Maigre

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