Three-dimensional tunnel face stability considering slurry pressure transfer mechanisms

• Published in: Tunnelling and underground space technology 2022-07, Vol.125, p.104524, Article 104524
• Main Authors: Hou, Chuantan, Pan, Qiujing, Xu, Tao, Huang, Fu, Yang, Xiaoli
• Format: Article
• Language: English
• Subjects: Bentonite; Construction accidents & safety; Dimensional stability; Excess slurry pressure; Failure analysis; Failure mechanisms; Filter cake; Flow stability; Groundwater flow; Kinematical approach of limit analysis; Kinematics; Limit analysis; Penetration; Pore water pressure; Pressure; Pressure drop; Pressure transfer; Safety factors; Seepage; Seepage flow; Shear strength; Slurry infiltration; Slurry infiltrations; Soil strength; Stability analysis; Three dimensional flow; Tunnel face stability; Tunneling shields; Tunnels; Underground construction; Upper bounds
• ISSN: 0886-7798; 1878-4364
• DOI: 10.1016/j.tust.2022.104524

•3D tunnel face stability is assessed under three slurry pressure transfer mechanisms.•Upper-bound estimations to the face stability of slurry-shield tunnels are provided.•Excess pore pressures considerably reduce the slurry pressure transfer efficiency. In slurry-shield tunneling, the bentonite slurry tends to infiltrate into the soil skeleton ahead of the tunnel face, causing a forward seepage flow associated with excess pore pressures in the ground. Both the slurry infiltration and the forward seepage flow significantly impact the tunnel face stability. In the present paper, a kinematic approach of limit analysis with the classical three-dimensional discretized rotational failure mechanism is employed to assess the face stability of a slurry-shield-driven tunnel. Three situations of slurry infiltrations that influence the face pressure transfer mechanisms were considered: a full filter cake, a penetration zone, and pure groundwater flow without a filter cake or a penetration zone. The pore pressure distributions surrounding the tunnel face were firstly obtained using numerical calculations. Afterward, the incorporation of numerically obtained pore pressure distributions into the work rate calculations allows considering a three-dimensional forward seepage flow ahead of the tunnel face, which provides a rigorous upper-bound estimation to the tunnel face safety factor determined by the strength reduction technique. The proposed method is validated by comparing the calculated results with those provided by previously published literature. The effects of excess slurry pressures, hydraulic conditions, pressure drop coefficients, and soil shear strength were investigated. Several design charts are given for practical application.