Failure analysis and control measures for tunnel faces in water-rich sandy dolomite formations. (August 2022)

• Record Type: Journal Article
• Authors: Jiang, Yifan; Zhou, Ping; Zhou, Feicong; Lin, Jiayong; Li, Jinyi; Lin, Ming; Yongli, Qi; Wang, Zhijie
• Is Part Of: Engineering failure analysis. Volume 138(2022)
• Publication Date: 2022-08
• Subjects: Water-rich sandy dolomite -- Water and sand inrush -- The pressure arch -- Limit equilibrium theory -- Milling and blasting combined construction method; System failures (Engineering) -- Periodicals; Fracture mechanics -- Periodicals; Reliability (Engineering) -- Periodicals; Pannes -- Périodiques; Rupture, Mécanique de la -- Périodiques; Fiabilité -- Périodiques; Fracture mechanics; Reliability (Engineering); System failures (Engineering); Periodicals; Electronic journals; 620.112
• DOI: 10.1016/j.engfailanal.2022.106350
• Languages: English
• ISSNs: 1350-6307

Abstract

Highlights: Water-rich sandy dolomite formation is extremely prone to catastrophe. Limit equilibrium analysis combining seepage flow and pressure arch characteristics. Prediction method of sanded dolomite catastrophe under seepage action. Construction method suitable for water-rich sandy stratum. Abstract: Revealing the mechanism of sand gushing triggered by failure of tunnel face in water-rich sandy dolomite strata contributes to the safe construction of tunnels. In this paper, we find that sandy dolomite and the water environment are the key factors causing sand gushing through geophysical prospecting at the tunnel face where 12, 000 m 3 sand surge occurred. Through the flow-solid coupling model, the extrusion deformation at the tunnel face is the main deformation form in the tunnel of water-rich sandy dolomite strata. The influence of different factors on the deformation value of the tunnel face is from strong to weak: sandification degree, head height, and tunnel depth. Combined with the study of pressure arch characteristics of the model, the limit equilibrium theory considering seepage effects and pressure arch characteristics is proposed. We get that sand gushing will occur in the tunnel in the intensively sandy dolomite strata where the head exceeds 80 m. For the intensively sandy dolomite strata with head below 80 m, the stability of the tunnel face is controlled by the degree of seepage damage. According to the reason of sand gushing, the comprehensive control measures consisting of risk identification by over-detection, double-layer close-packed pipe shed, grouting sealing technology and dewatering technology, and Milling and blasting combined construction method are proposed, and the effective control of tunnel working face is realized in practical application.