scholarly journals Study on slope stability during tunnel construction in water rich soft soil area

2021 ◽  
Vol 783 (1) ◽  
pp. 012001
Author(s):  
Qihuan Xiong ◽  
Qing Yuan ◽  
Jiuzhou Shen ◽  
Lin Yang ◽  
Shihao Cheng ◽  
...  
2014 ◽  
Vol 74 (2) ◽  
pp. 1007-1020 ◽  
Author(s):  
Zhen-Dong Cui ◽  
Shi-Xi Ren

Author(s):  
Yao Shan ◽  
Jiawei Zhang ◽  
Shunhua Zhou ◽  
Quanmei Gong ◽  
Binglong Wang

2018 ◽  
Vol 1145 ◽  
pp. 8-16 ◽  
Author(s):  
Jing Rui Guo ◽  
Xian Chang Zheng ◽  
Ji Qing Zhang ◽  
Zhi Meng Zhao

The EVP model is an available method to apply to the vertical settlement of soft soil consolidation calculation and analysis. Compared with Visco-Plasticity model, it shows more consistent with the actual stress conditions of the soil. In this paper, We have extracted soil samples in BinHai garden for assay. Then through the comparison with calculating results and a long-time engineering monitoring in BinHai garden soft soil area, a feasibility EVP model study on the vertical settlement in soft soil area is peoposed. Further a consequent sedimentation forecast was made according with the EVP model calculation. In the end, the settlement influence from creep was analyzed through one-dimensional consolidation theory.


2015 ◽  
Vol 34 (5) ◽  
pp. 486-492 ◽  
Author(s):  
Jun Tan ◽  
Zhen-Dong Cui ◽  
Li Yuan

2020 ◽  
Vol 28 (2) ◽  
pp. 129-145 ◽  
Author(s):  
Shunhua Zhou ◽  
Binglong Wang ◽  
Yao Shan

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