Analysis of Tunnel Water Inrush Considering the Influence of Surrounding Rock Permeability Coefficient by Excavation Disturbance and Ground Stress

Applied Sciences

Xiaohui Yu¹  Guowen Cheng¹  Helin Fu²  Long Chen²  Pengtao An²  Jie Li² 

[1] Guangdong Nanyue Transportation Investment and Construction Co., Ltd., Guangzhou 510101, China;School of Civil Engineering, Central South University, Changsha 410075, China;

关键词: excavation disturbance;    permeability coefficient;    ground stress;    water inflow prediction;   

DOI  :  10.3390/app11083645

来源: DOAJ

【 摘 要 】

Affected by the coupling of excavation disturbance and ground stress, the heterogeneity of surrounding rock is very common. Presently, treating the permeability coefficient as a fixed value will reduce the prediction accuracy of the water inflow and the external water pressure of the structure, leading to distortion of the prediction results. Aiming at this problem, this paper calculates and analyzes tunnel water inflow when considering the heterogeneity of permeability coefficient of surrounding rock using a theoretical analysis method, and compares with field data, and verifies the rationality of the formula. The research shows that, when the influence of excavation disturbance and ground stress on the permeability coefficient of surrounding rock is ignored, the calculated value of the external water force of the tunnel structure is too small, and the durability and stability of the tunnel are reduced, which is detrimental to the safety of the structure. Considering the heterogeneity of surrounding rock, the calculation error of water inflow can be reduced from 27.3% to 13.2%, which improves the accuracy of water inflow prediction to a certain extent.

【 授权许可】

Unknown