Study on crack formation and propagation in the galleries of the Dagangshan high arch dam in Southwest China based on microseismic monitoring and numerical simulation

• Published in: International journal of rock mechanics and mining sciences (Oxford, England : 1997) Vol. 115; pp. 157 - 172
• Main Authors: Zhuang, Duanyang, Ma, Ke, Tang, Chunan, Cui, Xin, Yang, Guiqian
• Format: Journal Article
• Language: English
• Published: Berlin Elsevier Ltd 01.03.2019; Elsevier BV
• Subjects: Arch dams; Computer simulation; Concrete dams; Crack formation and propagation; Crack propagation; Cracks; Dams; Damsites; Drainage systems; Elevation; Finite element method; Galleries; High arch dams; Impoundments; Mathematical analysis; Mathematical models; Microcracks; Microseismic monitoring; Microseisms; Monitoring; Numerical simulation; Propagation; Stress distribution; Stress propagation; Three dimensional models; Water levels; Weight; China; Microseismic monitoring; Numerical simulation; High arch dams; Crack formation and propagation
• ISSN: 1365-1609; 1873-4545
• DOI: 10.1016/j.ijrmms.2018.11.016

The Dagangshan high arch dam, located in the area with complicated geological conditions and extremely high seismic intensity in Southwest China, has received substantial attention worldwide. Before the impoundment of the reservoir, continuous deep transverse cracks were observed in the low-elevation galleries of the arch dam. To investigate crack formation and propagation in the galleries of the high arch dam, microseismic monitoring and 3D finite element analysis of the galleries were performed during the filling process. The microseismic monitoring system was installed in the foundation gallery and the drainage gallery to detect microcracks around the galleries of the arch dam. The background stress field for crack formation and propagation in the galleries was studied based on 3D finite element modelling. The results indicate that the self-weight of high arch dam produces excessive circumferential tensile stresses at the arch crown of the galleries near the dam heel before impoundment, which is the cause of crack formation in the galleries of the Dagangshan high arch dam. As the impounded water level rises, the tensile stresses and the microseismicity in the galleries near the arch dam heel transfer to the galleries close to the arch dam toe, and the cracks in the galleries near the dam heel would not propagate further but be closed. However, cracking may occur in the gallery close to the dam toe if its microseismicity continues increasing. The conclusions have significant implications for reinforcement and operation of the galleries in similar high concrete arch dams.